| Aas-Jakobsen, Ketil |
Linking BrIM to BMS for bridges – Recommendations for integration into existing bridge management practice. |
1435-1442 |
| Acharya, Manish |
Study on Confinement of Ultra-High Performance Concrete Using Ties |
259-264 |
| Ahmad, Haseeb |
Model updating of a single span prestressed concrete bridge using surrogate model and Particle Swam Optimization |
761-767 |
| Akbulut, Mustafa |
Evaluating the Accuracy of Hanger Tension Force Measurement Using Vibration Measurements in Suspension Bridge |
2034-2039 |
| Amir, Sana |
Developing a Sustainability Rating System for Bridges in the United Arab Emirates |
1270-1278 |
| Asano, Keita |
Fatigue Strength of Fillet Welded T-Joints using New Welding Materials |
2474-2482 |
| Asaue, Hisafumi |
Clarification of Fracture Behaviour of RC Pillar with 3D Concrete Printing Buried Formwork Based on Elastic Wave Technique |
2762-2769 |
| Barba Puente, Carlos Gilberto |
Geohazard Mitigation by Bridge Construction on Central American Highway No. 6 |
1417-1425 |
| Bareikis, Nerijus |
High strength steel influence on sustainability of corrugated soil-steel composite bridge |
807-814 |
| Bashar, Khayrul |
Estimation of Grout Filling Degree in Prestressed Concrete Structures using Acceleration Signals with Autoencoder Model |
720-728 |
| Basu, Subrata |
Caisson Foundations for two Bridges across river Hooghly at Kolkata |
585-593 |
| Bautista, Brian E. |
Tensile Behavior of Coated Bamboo (J.A. &, J.H. Schultes) Textile Reinforced Mortar (TRM) |
2389-2396 |
| Bhattarai, Pawan |
Stress-Strain Behavior of Confined Green Concrete |
244-250 |
| Bhowmick, Alok |
Assessment of Existing Caisson Foundation for reuse Using Cross Hole Sonic Logging Technique |
620-628 |
| Biju-Duval, Paul |
Dynamic Response of Steel Tied Arch Bridges under High-Speed Train Loading |
1521-1529 |
| Bleicher, Achim |
Hybrid structures for tall buildings with hardwood LVL and concrete |
1927-1934 |
| Braml, Thomas |
Integrated Structural Assessment Based on Measurements for bridge structures |
273-281 |
| Buddee, Samard |
Prevention of Foundation Flood Damage Using Pile-Cap Connections |
1408-1416 |
| Burdzik, Rafał |
Research on vibration activity and exposure to acoustic emissions of road infrastructure elements caused by vehicle traffic |
675-682 |
| Butler-Helmrich, Marcel von |
Bridge Condition Assessment and Modelling Based on Images and Digital Twins |
2934-2942 |
| C. Endaya, John Emmanuel |
Experimental Study on Residual Axial Capacity of CFRP Confined Concrete Cylinder (Full and Partial Confinement) after Exposure to Elevated Temperature |
307-321 |
| C. Shinohara, Keyla J. |
Evaluation on the Load-Bearing Capacity of a Reinforced Concrete Bridge Using Non-Destructive Testing |
2536-2542 |
| Cabanzo, Carlos |
Seismic fragility curves of multi-span masonry arch bridges in Portugal |
214-222 |
| Cabatit, Kyle |
Experimental and Analytical Study of RC Beams with Combined Steel Mass Loss and Spalling |
3361-3369 |
| Cacciotti, Riccardo |
Climate-change resilience indicators for engineering infrastructure based on climatic tunnel simulation |
1426-1434 |
| Caner, Alp |
Integration of Seismic Vulnerabilities into Bridge Asset Management |
483-490 |
| Cantero, Daniel |
Experiences implementing a BWIM system on a suboptimal bridge |
1669-1675 |
| Carlo, Federica Del |
The Impact of Climate Change Scenarios on The Time-Dependent Capacity of Reinforced Concrete Structure |
388-396 |
| Casas, Joan R. |
Performance-based bridge management |
1096-1103 |
| Cervantes, Estefanía |
Durability Deterioration of Reinforced Concrete Structures: A Framework Considering Climate Change Impacts |
3273-3281 |
| Chang, Chia-Ming |
Preliminary Investigation of Vehicle-Bridge Interaction Using Instantaneous Frequency Response Functions |
2165-2171 |
| Chaplin, Ivan |
Features of the Maintenance of Engineering Structures in Russia |
698-703 |
| Chaudhry, Amna Rafi |
Green Infrastructure in Bridge Development: Case Studies and Applications |
668-674 |
| Chawdhury, Samir |
Analyzing aerodynamic performance of high-rise timber buildings under wind-induced vibrations |
1718-1726 |
| Chen, Jianlan |
Environmental sensitivity analysis of excavation process for deep foundation pit near railway in soft soil area |
2072-2078 |
| Chen, Jingzi |
Localizing Subsurface Voids by GPR 3D Scanner with Unsupervised Anomaly Detection |
3085-3093 |
| Chen, Lin |
Neural networks for modeling high-damping rubber (HDR) damper with applications to cable vibration control |
3319-3326 |
| Chen, Siqi |
UAV-Based Railroad Track Conditions Monitoring |
691-697 |
| Chen, Xingchen |
Seismic fragility assessment of spine frame system considering various types of ground motions |
846-853 |
| Chen, Yuliang |
Application of ‘4+1+1' Short-line Precast Segmental Technology in Macau C390B |
645-653 |
| Chhim, Eavly |
Basic Study on Mechanisms of Disintegration of Concrete in Bridge Slabs by Wheel Load Running Test on Simulated Damaged RC Beams |
3216-3224 |
| Chobotský, Tomáš |
Effects of Hydrogen Embrittlement on the Structure and Strength of Prestressing Reinforcement |
2027-2033 |
| Choi, Hyeongjin |
Improvement Study of the Proposed Beam-Column Carbon Minimized Dismantle Connection (CNDC) using Three-Dimensional Finite Element Analysis |
3044-3050 |
| Chojnicka, Paulina |
A study on the history of imposed loads in building codes in Sweden |
1052-1060 |
| Citek, David |
Experimental 3D printed concrete footbridge |
2116-2123 |
| Cuadra, Carlos |
Detection of Compressive Damage in Reinforced Concrete Columns Using Piezoelectric Joint Sensors |
2861-2866 |
| Cusumano, Linda |
A Comparison Between Set-based Design and Genetic Algorithms for Cost and Carbon Optimization of Building Structures |
1555-1563 |
| Dat, Tran Tien |
Extraction of Anomaly-Sensitive Features for Reinforced Concrete Deck Slabs of Steel Girder Bridges using Perturbation-Based Convolution Autoencoders |
2000-2008 |
| de Pedro, John Paul Q. |
Cost and Environmental Impacts of Proposed NSCP 8th Edition Seismic Load Guidelines on Steel Buildings in Metro Manila |
379-387 |
| de Pedro, John Paul Q. |
Integrating Multicriteria Decision Analysis in a Sustainable Shelter Design Selection |
1751-1759 |
| Del Carlo, Federica |
Time-dependent Fragility Curves for the Seismic Risk Analysis of Reinforced Concrete Buildings subjected to Degradation |
1819-1827 |
| Deng, Chao |
Cost-effective maintenance strategy analysis for bridge suspender considering lifetime corrosion fatigue degradation |
2048-2055 |
| Dong, Yuanxiang |
Investigation on the structural performance of RC beams with severe levels of DEF expansion |
3352-3360 |
| Dou, Kai |
Exploring the Use of Large AI Models for Floor Live Load Surveys: A Preliminary Study |
2435-2442 |
| Du, Bingjie |
Vibration Reduction Analysis Of Separate Translational Tuned Mass Damper Of Super Tall Residential Tower Under Wind Excitation |
830-837 |
| Duan, Junyi |
Flood Impact and Condition Assessment for Bridge Infrastructure in Southern Lake Michigan Region through Hybrid Fluid-Structure Interaction and Data-Driven Modeling |
1399-1407 |
| Dørum, Cato |
Laser- and laser-hybrid welding of steel bridge structures |
2599-2606 |
| Efimov, Stefan |
Experience of Underwater Inspection of Bridge Piers |
2876-2883 |
| Efremov, Gleb |
Corrosion-fatigue service life estimation of reinforced concrete bridges |
1016-1024 |
| Endo, Naohiro |
Study on Vibration Characteristics of Scissors-Type Emergency Bridge and Its Simplified Evaluation Method Based on Beam Approximation Model |
1391-1398 |
| Erkmen, Bulent |
Seismic Behaviour of Multistory Prefabricated Modular Steel Buildings in High Seismic Regions |
1811-1818 |
| Fanigliulo, Francesco |
TMD Application on Existing Buildings in High-Risk Seismic Zone |
447-452 |
| Fei, Jinghao |
Application of Neural Operator for Damage Identification of a Simply Supported Beam |
1227-1234 |
| Feng, Zhouquan |
Eddy Current-Friction Hybrid Damper: A New Solution for Longitudinal Motion Control in Suspension Bridges |
2976-2983 |
| Ferguson, Alan J. |
Investigating Damage Detection via Short-term Ambient Rotation Monitoring Campaigns |
1235-1243 |
| Frede, Julian |
"Seeblickweg"-Bridge - 70-meter-long integral timber-carbon-concrete composite bridge in Stuttgart (Germany) |
654-661 |
| Freymann, Konrad |
Lifetime extension for steel railway bridges using additional damping – a case study for an existing bridge |
1885-1893 |
| Fuchita, Yasuhiro |
Bending test of the laminated veneer lumber beam with screws or bolts |
2788-2794 |
| Fujikawa, Yasunori |
Influence of hysteretic models on viscous damping in nonlinear response history analysis of buildings |
3303-3310 |
| Fujita, Masanori |
Test on beam-to-column connection of existing steel buildings for reuse |
174-179 |
| Fujiwara, Kai |
Study on Composite Cable-stayed Bridge Using Sustainable Cast Iron Slab |
792-800 |
| Gallishaw, Nathaniel |
Quantifying error in finite-element models of steel railway bridges |
2567-2573 |
| Gao, Xiaoshu |
Damage detection and monitoring for steel base plate of exposed column through micro-strain measurement |
3225-3232 |
| Gauvreau, Paul |
An Application of Machine Learning to the Detailed Design of Bridges |
1530-1538 |
| Gawlista, Jannik |
Development of rotational friction dampers for cable stayed bridges |
2064-2071 |
| Gawlista, Jannik |
Protection of Stay Cables against Attacks and Fire |
1376-1382 |
| Giga, Taiki |
Structural Plan and Design of Multi-Span Composite Rigid Bridge for the Unforeseen Risk on Soft Ground |
3010-3017 |
| Gil, Heungbae |
Digital Twin for Maintenance and Disaster Management of the Cable-Stayed Bridge |
930-936 |
| Gill, Amit |
Development of a 1:1 scale Multi-region Agent-based Economic Model for Estimating Economic Impacts of Infrastructure Damages |
461-468 |
| González, Arturo |
Rethinking the Need for Using Weights from Bridge Weigh-In-Motion as Damage Indicators |
2124-2131 |
| Grebner, Philipp |
Welding distortion of thin sheet metal using Wire Arc Additive Manufacturing |
2451-2458 |
| Gubetini, Drilon |
The Influence of Galvanization on the Flexural Buckling of HSS CFCHS |
2213-2221 |
| Gunawan, Devin |
Damage Evaluation of UHPFRC Repaired RC Piers Using Optical Fiber |
2520-2527 |
| Guo, Xin |
The synergetic prevention and control system of bridge-ship collision based on digital twin |
1572-1579 |
| Guo, Xueyuan |
Dynamic reliability-based parameter optimization of tuned viscous mass damper using adaptive Kriging surrogate model |
2552-2559 |
| Guyamin Geda, Jose Maria |
Efficient Augmented Extended Kalman Filter Using Adaptive Strategy with Spectral Transition for Rapid Post-Earthquake Displacement Estimation |
499-505 |
| Halil, Julshabar |
Analysis of Geodesic Domes subjected to Cyclonic-Scale Wind Loading |
1828-1837 |
| Han, Whi Seok |
Structural Behavior and Failure Modes of 765kV Transmission Towers: A Full-Scale Experimental Study |
1368-1375 |
| Hanaoka, Daishin |
Simple Repairs to Short Span Concrete Bridges and Their Effectiveness |
2831-2836 |
| Hao, Jing |
Influence of Temperature Variations on Fatigue Damage of Deck-Rib Welded Joints in Orthotropic Steel Decks under Vehicle Loading |
1794-1802 |
| Hasegawa, Soichiro |
Drive-by road profile identification on highway using vehicle accelerations |
364-371 |
| He, Tianhao |
Parameter Sensitivity Study on Sunshine Temperature Field in Concrete Structures |
981-989 |
| Hein, Phyoe W. |
Deflection Estimation of Prestressed Concrete Bridges Using Ends-of-Span Displacement Responses |
713-719 |
| Hicks, Stephen J. |
Development of an Innovative Composite Steel and Cross Laminated Timber Floor System |
1919-1926 |
| Hidaka, Nao |
Enhanced Method of Load Resistance Evaluation for Steel Bridges Using Lidar and Image Processing |
937-945 |
| Hirakawa, Takuto |
Numerical analysis evaluation on load-carrying capacity for corroded girder end structures |
2724-2731 |
| Hirao, Kensho |
Experimental Study on the Rotational Loosening Mechanism of High-Strength Bolts under Service |
2483-2489 |
| Hirata, Hiroshi |
Structural Performance of a Multi-unit Friction Damper with Tension Braces for Large Loads |
2222-2229 |
| Hirohata, Mikihito |
A Proposal of I-section Girder Assembled by Dissimilar Steels with Different Strengths |
1777-1785 |
| Hirohata, Mikihito |
Residual Stress Distributions of Welded Joints Assembled by Normal Steel and High-strength Steel |
3051-3058 |
| Hisada, Masanori |
Seismic-isolation retrofit of historical building, Kudan-Kaikan Terrace |
522-528 |
| Hoffmann, Simon |
Seismic bridge retrofit in Switzerland |
880-885 |
| Horisawa, Eitaro |
Novel method for joining stainless steel plates using metal thermal spraying |
2917-2924 |
| Hosaka Ventura, Yuuki Alejandro |
Analytical study on tensile test of CFRTP rods with anchoring devices |
2647-2655 |
| Hou, Yuzhou |
Sensitivity Data-driven Optimization of Coupling Trusses Section of Multi-petal Supertall Building under Period Constraint |
1327-1335 |
| Hu, Zheng |
Acoustic Signal Analysis in Bridge Territory for Traffic and Collision Identification |
1244-1251 |
| Iannacone, Leandro |
Multi-index method for visualizing robustness of structures |
421-428 |
| Iiyama, Kahori |
Research on automatic construction of simulation models of road bridges for earthquake damage assessment at urban scale |
2411-2418 |
| Imai, Takanori |
Subsurface Damage and Pipe Detection of Bridge Decks and Roads by Deep-Learning Based GPR Inversion with Unsupervised Domain Adaptation |
3200-3207 |
| Irawan, Joshua |
Comparative Sensitivity Analysis of Virtual Axle Approaches in Bridge Weigh-in-Motion Systems |
1692-1700 |
| Ishibashi, Hiroki |
Social Impact Assessment of Bridges Based on Detour Simulation Using Virtual Person Trip Data |
3094-3099 |
| ISHIBASHI, Yoji |
Damped Braced Tube System for seismic response control design of a supertall building facing a severe seismic environment: Tokyo Torch Tower |
815-822 |
| Ishikawa, Taichi |
Development of constructing 3D bridge models using deep learning based on structured knowledge |
955-962 |
| Isshiki, Yuji |
TAC.T Bridge – pedestrian bridge of small diameter timbers and the environmentally friendly concrete |
1304-1311 |
| Ivanov, Artem |
Composite Materials in Bridge Construction in Russia |
1288-1295 |
| Iwatsubo, Kaname |
The experimental study of the tensile behavior of the unseating prevention cable with damages as earthquake-resistant devices |
3036-3043 |
| Jacobs, Venkatchalam Karthik |
Asset management in the academic curricula and training of practitioners |
1104-1111 |
| Jarmai, Karoly |
Optimizing welded structures while minimizing costs and environmental impacts |
397-404 |
| Jármai, Károly |
Reusable frame optimisation using welded and bolted joints |
2590-2598 |
| Jayasinghe, Amila |
Technical and Environmental Feasibility of Using CFRP Textile as Stay-In-Place Participating Formwork for Shape Optimised Concrete Beams |
3265-3272 |
| Jesus, Richard De |
Quantifying Carbon Dioxide in Biochar Concrete Using Thermogravimetric Analysis |
3166-3173 |
| Jeyamohan, Kunaratnam |
Computation-Effective Method for Prestress Force and Moving Force Identification |
2336-2342 |
| Ji, Shenghui |
Simplified Modelling Method of Integral Abutment Bridges with Equivalent soil-pile system |
2639-2646 |
| Ji, Xiaodong |
Large-scale substructure dynamic tests of a tuned viscous mass damper coupled wall system |
2968-2975 |
| Jia, Qinlong |
The role evaluation of the biaxial tension stiffening of rebars and crack behaviors on the performance of low-reinforced concrete panels |
2672-2680 |
| Jiang, Feng |
Finite Element Analysis on Load-carrying Capacity of Corroded Steel Plates Using GAN-generated Surface Profiles |
3403-3411 |
| Joo, Hyo Eun |
Numerical investigations on fatigue life of aging bridges according to maintenance scenarios against disintegration progress |
2740-2747 |
| Kaji, Hideki |
Large-scale Renovations for Bearings of Steel Railway Bridges on the Tokaido Shinkansen under Non-slow-speed Operations |
1195-1201 |
| Kajita, Yukihide |
Displacement Prediction by Acceleration of Bridge Pier Using Long Short-Term Memory |
2360-2366 |
| Kalinkov, Kalin |
Capturing Images for Photogrammetry of Concrete and Masonry Arch Bridges |
2419-2426 |
| Kamino, Takuya |
Experimental Study on Slip Factor for High-Strength Bolt Friction Connections with Orthogonal Slotted Holes |
2490-2496 |
| Kano, Suguru |
Fatigue Strength Improvement by Induction Heating against Weld Root Failure in Out-of-Plane Gusset Welded Joints |
1159-1166 |
| Kaphle, Bimarsha |
Reliability-based Assessment of Structural Steel Design Code of Nepal |
904-912 |
| Kardon, Joshua B. |
Consequences of and Responsibility for Sustainability Failures |
372-378 |
| Karimzadeh, Keyhan |
Development of a Deconstructable Connection for Reinforced Timber Frames |
2802-2807 |
| Kasamatsu, Toru |
A study on live load factor considering actual traffic load for evaluation of existing bridges |
290-298 |
| Kashima, Ryudo |
Improvement of Positioning Accuracy of Augmented Reality Bridge Inspection Support System |
683-690 |
| Katayama, Kei |
Investigation of Vertical Bearing Capacity Characteristics of Pile Tip in the Incomplete Plugging State of Open-Ended Steel Pipe Piles |
3394-3402 |
| Katayama, Naomichi |
Utilizing Digital Twins for Emergency Inspection and Remote Diagnosis of Earthquake-Affected Bridges |
1983-1991 |
| Kato, Kyosuke |
Rapid Replacement of a Damaged Expressway Bridge in Two Weeks |
1296-1303 |
| Kato, Tetsu |
Proposal and numerical verification of tension estimation method for Nielsen–Lohse bridge cables based on mode shape measurements from low to high orders |
2040-2047 |
| Kawai, Takazumi |
Automated Detection and Measurement of Bridge Expansion Joints Using Deep Learning Algorithm and Inspection Vehicles |
238-243 |
| Kawata, Itsuki |
Deterioration Estimation Method for Suspension Bridge Structural Members Based on Statistical Analysis |
1589-1597 |
| Kerner, Deniz |
Sustainable Bridge Bearings and Expansion Joints |
3100-3106 |
| Khan, Murad Ali |
An Automated Linked Data Approach for Integrating a TGO Embodied Carbon Emissions Material Database with BIM Models |
3174-3182 |
| Kim, Pyounghwa |
Analytical and Experimental Research on Transmission Towers with Simplified Design |
990-998 |
| Kishi, Yusuke |
Experimental Study on Compression Strength of H-shape Cross-Section Members of Steel Bridge Superstructures using SBHS500 |
1803-1810 |
| Kishimoto, Takahiro |
A Fundamental Study on an Alternate Space Truss Structure |
1336-1343 |
| KITAICHI, Sayuri |
Rapid Redecking of Urban Steel Bridges: Effective Width of Replaced Orthotropic Steel Decks Connected by Discrete Shear Connectors to Existing Steel Girders |
1173-1180 |
| Kjellgren, Alexander |
Aspects of Buildability for Automated Bridge Design |
1546-1554 |
| Klähne, Dr.-Ing. Thomas |
Three examples of the planning of bridge structures in consideration of existing road infrastructure in Bavaria |
1118-1125 |
| KOÇ, Cihat |
Geometry Control of the Braila Suspension Bridge Over the Danube in Romania |
2109-2115 |
| Komuro, Kakeru |
Construction of a point cloud FE model for a real structure with local damage and evaluation of its element shape |
2925-2933 |
| Kozak, Nikolai |
Reliability of steel-concrete composite bridges considering the load cycle-dependent degradation of their shear connectors |
1061-1069 |
| Krettek, Martin |
Advancing Bridge Weigh-In-Motion with A Novel Optoelectronic Strain Sensor |
1676-1683 |
| Kubota, Jun |
Evaluation of ultimate flexural strength and deformation performance of concrete-filled square steel tubular columns containing high-strength materials |
2205-2212 |
| Kurchanov, Pavel |
Behavior analysis of tied-arch bridges in case of hanger failure |
1025-1032 |
| Küttenbaum, Stefan |
Guidance on inspection-supported reliability assessment of existing bridges in Germany |
282-289 |
| Kuwada, Ryohei |
Theoretical derivation of elastic local buckling load formulae of I-shaped steel girders considering web-flange interaction |
1760-1768 |
| Lagerkvist, Johan |
Probabilistic Cost-Benefit Analysis for bridge alternatives as decision support |
1043-1051 |
| Lampropoulos, Andreas |
Publication of IABSE SED 19: Seismic Isolation and Response Control |
529-534 |
| Landicho Jr., Rommel J. |
Development of a Nonlinear Model of RC Beams Strengthened with Externally Bonded Basalt Fiber Reinforced Polymer |
2188-2196 |
| Lantsoght, Eva |
Bridge testing field data for damage quantification and decision-making |
205-213 |
| Lee, B. J. |
Development of BIM-based Bridge Maintenance Digital Transformatiom System |
1443-1449 |
| Leitner, Patrick |
Assessment of the load-bearing capacity of textile-reinforced shell structures created with a free form-finding approach |
1359-1367 |
| Leitner, Simon |
Thin concrete-timber-composite floors reinforced with basalt textile |
3115-3123 |
| Li, Jiangfeng |
Sustainable Network-Level Bridge Maintenance Decision-Making Based on NSGA-111 |
223-229 |
| Li, Jiateng |
Structural Behavior of a Long-span Half-through Arch Bridge: Network Hangers versus Vertical Hangers |
429-437 |
| Li, Yaohan |
Adapting to extreme risk of coastal bridges under typhoons in a life-cycle context |
3258-3264 |
| Li, Yi |
Mapping structural damage to material damage for the analysis of RC structures in actual damage states |
149-157 |
| Li, Zhengquan |
Single-spot Damage Assessment of Concrete-filled Steel Tubular Structures through Convolutional Neural Network-based Time Series Analysis |
322-328 |
| Li, Zhiyi |
Human-Induced Vibration and Damping in Richly Shaped Inverted Fink Truss Footbridges |
2237-2245 |
| Libre Jr., Roneh Glenn D. |
Mechanical Performance of Treated (Bamboo) Fiber Textile Using Wide-width Tensile Test |
2397-2402 |
| Libre Jr., Roneh Glenn D. |
Optimal Location and Time Interval of Concrete Placement on Vertical Members Compressive Strength with Cold Joints |
1847-1852 |
| Lin, Pao-Chun |
Experimental Study of High-Mode Buckling of Flat Steel Core in Buckling-Restrained Braces |
3311-3318 |
| Lin, Pao-Chun |
Experimental Study of Local Bulging Failure of Buckling-Restrained Braces with Timber Restraints |
2808-2815 |
| Ling, Zirui |
Preliminary Evaluation of Modal Parameters of Cable-stayed Bridges with Limited Known Information |
2260-2266 |
| Liu, Chenlu |
AI-Assisted Bridge Scheme Design Based on Diffusion Model |
2427-2434 |
| Liu, Jiaxin |
A physics-informed deep learning method for moving force identification |
356-363 |
| Liu, Pan |
Shaking table studies of a hybrid seismic isolation bearing system |
535-543 |
| Liu, Yanyan |
Compressive performance of parallel strand bamboo pin groove under different loading angles |
2382-2388 |
| Liu, Yihua |
Research on the Algorithm of Bridge-Ship collision Risk Considering Ship's Three-Dimensional Scale |
1661-1668 |
| Liu, Yihua |
Ship Collision Bridge Risk Study Based on Slice Method |
1653-1660 |
| Liu, Yimin |
Shear Resistance Prediction of Angle Connectors Using Machine Learning |
1564-1571 |
| Liu, Zeng-hui |
Global dynamic reliability analysis of large floating offshore wind turbine under 3-directional wind and wave loads |
2543-2551 |
| Lo Jacono, Dr David |
AI-Assisted Computer Vision with Structural Sensors for Enhanced Bridge Health Monitoring |
2327-2335 |
| Löhning, Thomas |
Mitigation Measures against Pile Runs during Offshore Wind Installation |
2094-2101 |
| Lozano-Galant, Fidel |
Low-cost technologies for monitoring timber structures |
1961-1968 |
| Lozano-Galant, Fidel |
Robot Process Automation protocol for the calibration of structural parameters in structural BIM |
2443-2450 |
| Luczkowski, Marcin |
Application of Reclaimed Elements in Structural Engineering Towards Circular Economy |
189-195 |
| LUO, Lanxin |
Hybrid Physics Data-driven Modeling for Structural Nonlinear Boundary Condition Identification |
729-735 |
| Lyu, Xiaofei |
Analytical Solution of Generalized Probability Density Evolution Equation for the Diffusion Process of Chloride Ions in Concrete and Diffusion Process Analysis |
2560-2566 |
| Ma, Ran |
Point cloud-based geometry updating and finite element analysis of railway bridge pier |
972-980 |
| Macdonald, William |
Integrating Piezoelectric Sensors for Bridge-Weigh-In-Motion |
2132-2140 |
| Maeda, Satoshi |
Structural improvement of orthotropic steel decks focusing on fatigue durability and manufacturing cost |
2732-2739 |
| Mao, Jiahao |
Numerical Analysis of Bonding-Assisted Technology for Preventing Weld Root Fatigue Cracks: A Case Study of a Real Bridge |
2466-2473 |
| Maruyama, Kohei |
Fundamental study on the influence of vehicle speed on BWIM considering autocorrelation in bridge dynamic response |
1684-1691 |
| Mashiko, Hiroshi |
Stress Transfer Mechanism of a Novel Pile Cap System Comprising Concrete-Filled Dual Steel Tubes |
2614-2621 |
| Matsumoto, Ayaka |
Unfilled grout investigation in PC bridge using 3.95MeV High-energy X-ray generator |
2853-2860 |
| Matsumoto, Naoyuki |
Development of repair laser welding technology for bridge structure |
1167-1172 |
| Matsumura, Masahide |
Analytical Study on Ultimate Strength and Deformation of Stiffened Plates Made of Different Steel Grades |
2690-2697 |
| Matsuzaki, Hiroshi |
Intensity Measures of Ground Motions for Estimating Nonlinear Response of Bridges with Dampers |
469-474 |
| Mavrakis, Georgios |
New Road Bridge at the Border Crossing Kipi-Ipsala – Mastering Substantial Challenges from Conception to Completion |
1622-1629 |
| MINAKAWA, Kyosuke |
Numerical Analysis of Cable Corrosion and Its Effects on Structural Integrity and Vibration Characteristics of cables |
1614-1621 |
| Minato, Shohei |
Non-destructive in-situ soil classification using electric and seismic properties to evaluate water pipeline corrosion risk |
3076-3084 |
| Miyachi, Kazuhiro |
Correlation between corrosion appearance and cross-sectional reduction in corroded strands |
1598-1605 |
| Miyachi, Kazuhiro |
Quantitative Evaluation of the Effect of Corrosion on the Fatigue Strength of High-Strength Galvanized Steel Wires |
1606-1613 |
| Miyamoto, Takashi |
Developing Satellite Observation Digital Twin for Remote Bridge Monitoring |
913-920 |
| Miyazato, Shinichi |
Aggregation of Issues and Needs about Maintenance of Municipal Road Bridges in Hokuriku Region |
2816-2824 |
| Miyazu, Yuji |
Cross-Laminated Timber Shear Walls Coupled with Steel Link Beams and Hold-Down Dampers: An Optimization Case Study |
3141-3149 |
| Mizuno, Kohei |
Study on the assessment of fresh concrete properties using image analysis |
2748-2753 |
| Moon, Hyounseok |
Introduction to BIM-Based Maintenance Policies and Implementation Guidelines in South Korea |
1463-1470 |
| Morioka, Hiromitsu |
Analytical study about mechanical behavior of hysteresis dampers using bent steel plates for base isolated structures under bi-directional loading |
2303-2310 |
| Müller, Paul |
Seismic Performance of Structural Glazing Connections Under Low Cycle Fatigue Loading: A Study on Alternative Joint Geometries |
1033-1042 |
| Mullins, Paul |
Green Connector Footbridge, Kuching, Borneo, Malaysia |
1312-1318 |
| Nabeshima, Kunihiko |
A Fundamental Study on Initial Assessment of Damage based on Physical Parameter Identification using SISO-ARX Model |
491-498 |
| Nagai, Takuo |
Structural morphology of bamboo focusing on relationship between culm geometries and mechanical characteristics |
2403-2410 |
| Nagayama, Tomonori |
Bridge pier natural frequency estimation using the Random Decrement technique and chronological change observation |
1877-1884 |
| Nakamizo, Daiki |
Study on verification of observed seismic record of over 200 meters tall mid-story-isolated building |
823-829 |
| Nakamizo, Tomoya |
Shell Model Reconstruction from Point Clouds for Efficient Analysis of Steel Bridges |
946-954 |
| Nakamura, Hikaru |
Development of a Prediction Method for Physical and Chemical Deterioration near the Surface Layer of Concrete Structures utilizing Laser Technology |
2845-2852 |
| Nakato, Seiji |
Wind Load on a Square Cylinder Placed Horizontally in Boundary Layer Flow Using Roughness Blocks |
2276-2284 |
| Narazaki, Yasutaka |
Deep learning-based semantic parsing and geometry extraction of bridge point cloud data toward fully automated Scan-to-BIM |
1450-1455 |
| Ndeutapo, Samuel |
Investigating the Reliability Performance of Concrete Bridges Designed for Normal Traffic Loading in South Africa |
3327-3334 |
| Nguyen, Van Bac |
Flexural strength and behaviour of cold rolled purlins with complex longitudinal stiffeners |
2715-2723 |
| Nießer, Nathalie |
Integration of Digital Twins for the Preventive Monitoring of Load-Bearing Glass Facades |
2961-2967 |
| Nili, Mohammad Hossein |
User and Environmental Impacts in Bridges Maintenance Planning– Potentials of Discrete Event Simulation |
801-806 |
| Nilprapan, Veerawat |
UAV-Enhanced Analysis of Fatigue-Induced Damage in RC Bridge Girders Using Nonlinear Finite Element Methods |
1112-1117 |
| Nitzlader, Markus |
Actuation Modes and Actuator Placement for Vibration Control of Adaptive Slabs with Integrated Fluidic Actuators |
1910-1918 |
| O''Suilleabhain, Colm |
The contribution of advanced structural inspection methodologies to enhancing the sustainability of the built environment |
2018-2026 |
| Offereins, Dominik |
How liquid cold-poured interlayer adhesives can contribute to more sustainable glass façades |
1742-1750 |
| Ogura, Mario |
Comparison of Material Hysteresis Models for Steel Beam Analysis |
2698-2706 |
| Ohno, Tetsushi |
Fundamental Study on Continuous Estimation of Vertical Displacement during PC Bridge Construction |
2102-2108 |
| Oikawa, Daisuke |
Estimation of Young's modulus for members of Timber bridge by vibration measurement test |
2795-2801 |
| Oishi, Satoru |
Disaster prevention digital twin for damage estimation methods in Society 5.0 |
921-929 |
| Okazaki, Taichiro |
Reusability of Structural Steel Beams after Cyclic Plastic Deformation and Strain Aging |
166-173 |
| Okubo, Kazumasa |
Evaluation of Distribution of Tensile Force on External Prestressing Cable Using Fiber Optic Measuring Method |
2513-2519 |
| Omer, Joshua |
Optimisation of bridge maintenance strategy and cost considering whole life costs and carbon emissions |
230-237 |
| Ong, Aldrei |
Optimizing Mix Designs for Enhanced Electrical Conductivity in Self-Sensing Concrete: A Comprehensive Review |
3192-3199 |
| Ota, Yuina |
Analytical Study on Shear Deformation Behavior of Rubber Damper with Delamination and Hardening of Rubber due to Aging |
1503-1511 |
| P. Ramos, Joaquin Miguel |
Nonlinear Analysis of San Augustine Church in Bantay, Ilocos Sur |
1853-1859 |
| Pan, Cheng |
Data Anomaly Detection for Structural Health Monitoring Based on Computer Vision and Transfer Learning |
329-337 |
| Pan, Xiao |
Post-disaster building indoor damage and survivor detection using autonomous path planning and deep learning with unmanned aerial vehicles |
2009-2017 |
| Peng, Huayi |
Comprehensive analysis of wind effects on rooftop solar photovoltaic arrays: implications for load design |
3158-3165 |
| Pfleger, Marc-Patrick |
Databased prefabrication of parameterized concrete formwork elements with interlocking wood joints |
1935-1943 |
| Pfleger, Marc-Patrick |
Digital manufacturing and deconstructability of timber structures – Comparative analysis of material efficiency and further sustainability factors through data-driven design and production |
1944-1951 |
| Piątek, Bartosz |
Damage detection in post-tensioned concrete bridges using distributed fiber optic sensors |
2505-2512 |
| Pinto, Vitor Diniz |
Required damping estimation for Rain-Wind Induced Vibration of stay cables: A preliminary evaluation |
1894-1901 |
| Poser, Marcel |
Inspection of the stay-cable systems of cable-stayed bridges |
1580-1588 |
| Presta, Francesco |
Design and construction of the first steel railway bridges in the United Arab Emirates |
1279-1287 |
| Presta, Francesco |
Sydney Gateway's Twin Network Arches: a Case Study in Complex Bridge Design and Construction |
1630-1638 |
| Quiaem, Megan Angela |
Enhancing the seismic performance of offshore marine platforms using passive devices |
2267-2275 |
| R, Manjunatha |
Study on Reciprocal frame Long span Structures |
414-420 |
| Rajbhandari, Samjhana |
Sustainable Concrete with Dairy Wastewater: A State-of-the-Art Review |
265-272 |
| Rajbhoj, Shashank |
Rehabilitation of MG Setu Bridge over River Ganga, Patna, Bihar |
629-636 |
| Ranefjärd, Oskar |
Evaluating the In-Plane Shear Capacity of Tongue-and-Groove Panels |
2779-2787 |
| Raouffard, Mahdi |
Fostering Sustainability in Conventional Reinforced Concrete Building Structures: Effective Measures in Kobe Port Museum Building |
1734-1741 |
| Rashid, Muhammad |
Seismic Energy Distribution in Multi-span Reinforced Concrete Bridges |
1485-1493 |
| Rauch, Marion |
The Future of Fatigue Design of Steel Structures - Eurocode 2nd Generation? |
3068-3075 |
| Reich, Stefan |
Material composition for sustainable interior building elements |
3233-3240 |
| Reisewitz, Tom |
Concept for full-scale testing of structural sealant glazing facades |
1838-1846 |
| Requesens, José |
Resilience in Chilean Railway Infrastructure: Application of BrIM to Historic Metal Bridges |
1471-1478 |
| Rizzo, Giorgio |
New Drini Arch Bridge in Kukes: Design and Launching Phases |
1639-1646 |
| Rollet, Dr Fabien |
Development of an innovative full-scale Digital Twin Structural Tool for predicting dynamic footbridge performance |
2318-2326 |
| Rollet, Fabien |
An innovative, full-scale digital twin solution to enhance the understanding of dynamic behavior of the Matagarup Footbridge |
2352-2359 |
| Ruifu, Zhang |
Vibration control of beams under moving loads using grounded tuned mass inerter systems |
2285-2293 |
| Rybalov, Yuri |
Bridge Laboratory at Siberian Transport University: 65 Years in the Survey |
3208-3215 |
| Sahle, Mearg Ngusse |
Risk-based Culvert Network Repair Prioritization Scheme |
576-584 |
| Saida, Taisei |
Seismic Fragility Assessment using Explainable Deep Kernel Learning Surrogate Model considering Structural and Seismic Uncertainties |
2581-2589 |
| Sakurai, Shunta |
Experimental Study on Reinforcement Method of Upper Flange of Steel Girders Using CFRP Molded plates |
1187-1194 |
| Salamy, Reza |
Structural Integrity Evaluation of Old Railway Bridges: Focus on Longitudinal Loading and Substructure |
299-306 |
| Sandoval, Brenda |
Bridge management technical development with JICA technical advisory team "Hashimori" in El Salvador and its impact in the Central American Region |
558-566 |
| Sao, Chivorn |
Study on Inducing and Controlling Accelerated Corrosion of Steel |
1007-1015 |
| Sasaki, Tomohiro |
Experimental Study on RC Structures with Recycled CFRP Hoops |
2172-2178 |
| Seng, Chanroatanak |
Comparative Investigation of Pressure-Adjustment Fluid Viscous Damper Performance Under Moderate and High Seismic Intensity |
2294-2302 |
| Setareh, Mehdi |
Evaluation of the Vibrations of a Bridge Due to Human Movements During a Marathon Event |
2343-2351 |
| Setareh, Mehdi |
A Study of Human Forcing Functions to Evaluate Vibration Serviceability of Structures |
2230-2236 |
| Shao, Zhufeng |
U-Net-Driven Method for Identifying Vehicle Moving Forces from Bridge Displacement Data |
347-355 |
| Shen, Shaoshi |
Comparison of Bridge Deterioration Models based on Bridge Defect Data from Inspection Report |
1211-1218 |
| Shen, Yurong |
Engineered Bamboo Composite (EBC) and Its Applications to Building Structures: An Overview |
3124-3132 |
| Shen, Zhouhui |
Ensemble Learning-based Lightweight Acoustic Approach for Void Detection in Concrete-filled Steel Tubular Arch Bridges |
736-744 |
| Shetovitskii, Dmitrii |
Forecasting and justification of service life of designed reinforced concrete bridges |
3343-3351 |
| Shi, Danrong |
Quasi-static crushing behaviour of a novel re-entrant circular star-shaped auxetic honeycomb |
3370-3376 |
| Shi, Mingyu |
Parametric modeling-based digital twinning technology for bridge inspection |
1969-1975 |
| Shibata, Daiki |
Heat Exposure Influence on Buckling Strength of Steel Compression Members |
3377-3384 |
| Shibata, Manato |
Experimental and theoretical investigation of Dynamic Amplification Factors for cable systems regarding to cable-stayed |
2056-2063 |
| Shim, Chang-Su |
Digital Twin Models for the assessment of existing |
1456-1462 |
| Shimamura, Kohei |
The structural design of the stadium with a wing-like roof and a beautiful back side of spectator stands |
1344-1351 |
| Shimizu, Masaru |
Investigation on the rational cut-out shape for fatigue countermeasure in vertical stiffeners of orthotropic steel decks |
2909-2916 |
| Shinohara, Masatsugu |
Design of four-tower continuous cable-stayed bridge in Kobe |
1647-1652 |
| Shirahata, Hiromi |
Validation of Structural Behavior by Field Measurement and Continuous Data Acquisition for Infrastructure Management |
2157-2164 |
| Shirasaka, Riri |
Inferring Deflection from Acceleration Measurements of a Slab Deck Under Live Load |
2825-2830 |
| Siebert, Dorina |
Comparison of different methods for lifetime assessment of a welded railway bridge for sustainable use |
567-575 |
| Singla, Deepak |
Case Histories of Well Foundations in India-Design and Construction Challenges |
603-611 |
| Siringoringo, Dionysius M. |
Observed Performance of Osman Gazi Bridge's Active Mass Damper for Tower Vortex-Induced Vibration during in-service Condition |
1860-1867 |
| Sizikov, Andrei |
Bridge Collapse Analysis: A Comparative Study of Global Failure Patterns and Risk Assessment Based on IABSE Database |
475-482 |
| Sogawa, Takayuki |
Study on Damage Assessment of RC Piers Based on Residual Cracks |
132-140 |
| song, Jihun |
Enhanced structural health monitoring for large-scale offshore photovoltaic systems based on response pattern recognition |
3150-3157 |
| Song, Pei |
Intelligent Detection and Risk Identification of Structural Surface Diseases Based on UAV |
3250-3257 |
| Storni, Daniele |
Modelling and dynamic identification of bridge in the cold climate region: the Herøysund bridge case study |
704-712 |
| Strahm, Benedikt |
Investigations on a Demountable Connection for Reusable Concrete Slab Segments |
2622-2629 |
| Strauss, Alfred |
Bridge management and decision-making perspectives |
1087-1095 |
| Strauss, Alfred |
Harmonization of quality management for engineering structures Basic considerations and principles |
1070-1077 |
| Subbarao, Harshavardhan |
Innovative Caisson Foundations of Signature Bridge, New Delhi, India |
594-602 |
| Sudibyo, Gathot Heri |
Effect of External Steel Wire Rope Strengthening on the Flexural Behavior of RC Beams |
2664-2671 |
| Suganuma, Hisatada |
Deterioration Assessment of Road Bridge RC Deck Slabs through Measurement of Slab Inclination Angles |
3184-3191 |
| Sugimoto, Ryoya |
Improving vehicle load estimation accuracy using Multi-Objective Optimization based Bridge Weigh-in-Motion |
1252-1260 |
| Sugimoto, Yuma |
Novel Connection Technique for Temporary Structures: Labor-Saving and Reuse of Existing Members |
196-204 |
| Sun, Minghui |
Investigation of Thermo-Hydro-Mechanical Variations in Seasonal Frozen Region Tunnels |
158-165 |
| Sutcu, Fatih |
Implementation of Innovative Retrofitting Methods after the 2023 Turkiye Earthquakes |
514-521 |
| Tagawa, Hiroshi |
Energy Dissipation System with Lever Arms Using Steel Slit Damper for Vibration Control of Structures |
3290-3295 |
| Takahashi, Yoshikazu |
Updated dynamic testing facilities for seismic isolation and response control devices |
544-549 |
| Takahashi, Yuya |
Development of High-Speed Cycle Simulation Scheme for Fatigue Life Prediction and Maintenance for a Group of Reinforced and Prestressed Concrete Bridges |
963-971 |
| Takai, Toshikazu |
Statistical measurement condition of rust thickness on weathering steel bridges |
2893-2899 |
| Takashima, Masato |
Application of T-shaped steel splice member to brace-end connection of circular hollow section brace |
3385-3393 |
| Takatani, Shinji |
Large-scale building unit construction with carbon-neutral and robotics technologies, Kajima Technical Center |
1727-1733 |
| Takeno, Masahide Takagi，Masakazu |
Research and Development on Appropriate Use of Weathering Steel Bridges in Japan |
2884-2892 |
| Takeuchi, Toru |
Lessons from the 2024 Noto Peninsula Earthquake and the applicability of damage control technology in Japan |
506-513 |
| Takeya, Kouichi |
Enhancement of B-WIM Using Time-Frequency Analysis of Bridge Acceleration Responses and Neural Networks |
2149-2156 |
| Tambusay, Asdam |
Nonlinear Analysis of Externally Prestressed Reinforced Concrete Beams with Varying Deviators and Tendon Configurations |
2992-3000 |
| Tamura, Riku |
Development of Hybrid Multi-Angle Laminated Timber Panel for Bridge Deck Applications for advancing sustainability |
3107-3114 |
| Tan, Nathan Neil |
Damage and Loss Assessment of School Buildings in Manila City |
2574-2580 |
| TANAKA, Izumi |
Creative Seismic Design and Application of Precast Concrete Member of Nakatsugawa Bridge Over the Fault Fracture Zone - Butterfly Webs Extradosed Bridge - |
1512-1520 |
| Tanaka, Shoya |
Mechanical property on novel foldable panel bridge using scissors structure |
1383-1390 |
| Tanaka, Yasushi |
Corrosion Inspection of PC Box Girder Bridge and its Residual Structural Performance |
2754-2761 |
| Tandon, Prof Mahesh |
Jack-Down Method of Well (Caisson) Sinking for Bridges Over River Yamuna, Delhi |
612-619 |
| Tang, Runfeng |
A Design of Bridge with Combined U-Box Section Girder and Its Carbon Emission Evaluation |
776-784 |
| Taniguchi, Sei |
A Study on the Reinforcing Effect of a CCTV Pole Installed on a Bridge Based on Loading Tests |
872-879 |
| Tellez, Bruno Rendon |
Resilient Design in Bridge Retrofit: Towards Repairable and Disaster-Resistant Structures |
1126-1132 |
| Tian, Jiaxin |
Stress Distribution in the Concrete Slab of Composite Cable-stayed Bridges |
3018-3026 |
| Tibebu, Mekonnen |
Green Value Stream Mapping for Realizing Sustainability in Urban Road Construction using the DMAIC Approach |
2630-2638 |
| Tokuda, Ikumi |
Superioir Corrosion resistance of Sn bearing steel under severe corrosion condition and its application for steel bridges |
2607-2613 |
| Tyler, Tristan |
Investigation of bonded post-tensioning of concrete bridge structures using advanced non-destructive testing methodologies |
2497-2504 |
| Ueda, Naoshi |
Influence of Material Properties and Bond Characteristics on Structural Behavior of Patch-Repaired RC Beams |
2656-2663 |
| Untermarzoner, Franz |
LT Bridge – Meeting the Modern Requirements in Bridge Engineering |
785-791 |
| V. Adier, Maria Fe |
Experimental Study on the Bearing Capacity of Bolted T-Connection for bambusa blumeana |
2376-2381 |
| Valašková, Veronika |
Dynamic Analysis of Precast Modular Concrete Girder Under Various Boundary Conditions |
3335-3342 |
| Valerio, Daniel Nichol |
Comparative Analysis of Bamboo Connections using ANSYS |
2367-2375 |
| Vanova, Patricia |
Carbon footprint of innovative bridge structures with regards to their resistance |
662-667 |
| Veie, Johannes |
Norwegian Timber Bridges: Experiences, Lessons Learned from the Tretten Bridge Collapse, and Future Development |
1952-1960 |
| Venanzi, Ilaria |
A transfer learning strategy for SHM of roadway bridges via domain adversarial neural networks |
1976-1982 |
| Vestman, Victor |
A Numerical Case Study of Partial Composite Action as a Strengthening Method in Steel-Concrete Bridges |
3001-3009 |
| Viloria, Adrian |
Parametric Study on Reinforced Concrete Joint with Quench-Tempered Steel |
2681-2689 |
| Vlašić, Anđelko |
Comparison and Optimization of Web Stiffening Solutions for Bridge Girders with Medium to Large Spans |
1786-1793 |
| Wai, Khin Myat |
Investigation on wind flow field around Seto-Ohashi Bridges during different typhoon tracks by WRF-LES |
895-903 |
| Wang, Tao |
Tensile behaviors of reinforced-UHPC members subject to uniaxial loading: experiment and numerical simulation |
2179-2187 |
| Wang, Xiaowei |
Insights from Nationwide Survey of Seismic Restoration Models of Bridge Components |
1479-1484 |
| Wang, Xuejing |
Suitability of traffic load models in Codes to derive maximum load effects in long-span cable-stayed bridges |
1701-1709 |
| Wang, Y.Z. |
Full - Bridge Digital Fatigue Tests on Two Kinds of Distortion-induced Fatigue Cracks at Web Gaps in Steel Plate Girder Bridges |
2707-2714 |
| Wang, Yiqing |
Joint Input-State Estimation Based on Recurrent Neural Network Assisted-Augmented Kalman Filter |
338-346 |
| Wang, Zhi-hao |
Vibration control of stay cables with eddy current/electromagnetic dampers |
2984-2991 |
| Wang, Zhuangzhuang |
Research on the demolition strategy of large-span truss structure |
1181-1186 |
| Wariyatno, Nanang Gunawan |
An Experimental Study of Bamboo-Reinforced Concrete Slab under Concentrated Load |
3133-3140 |
| Watanabe, Koshi |
Development of an Autonomous Inspection Robot for Concrete Structures |
2867-2875 |
| Weber, Ben |
Optimisation and testing of an additively manufactured steel bridge |
2085-2093 |
| Wei, Chenxi |
Physical-Based Bridge Damage Localization Using Acceleration Transfer Matrices |
1219-1226 |
| Wei, Yushuo |
Performance Criteria for Bridge Columns Under Impact Loads |
999-1006 |
| Wen-li, LU |
Experiment study on mechanical behavior of composite beam with fixed pier-girder system |
405-413 |
| Wenzel, Helmut |
Assessment of Sustainable Bridge Construction in Emerging Economies |
768-775 |
| Winnewisser, Niklas R. |
How to Determine the Level of Epistemic Uncertainty and Exclude Faulty Sensors in Structural Health Monitoring Systems |
745-752 |
| Wu, An-Chien |
Experimental Performance of Shear Panel Dampers using a Built-up Wide Flange Beam |
3296-3302 |
| Wu, Fangyu |
Dynamic 3D Modeling of Vehicle-Bridge Interaction Systems Considering Foundation Settlement |
2246-2253 |
| Wu, Hao |
Multi-hazard Performance and Safety Evaluation of Self-centering Bridge Piers in Earthquake-Impact Tests |
1133-1141 |
| Wu, Jason |
Adaptive Reuse of Buildings: Protection of Existing Adjacent Structures |
637-644 |
| Wu, Weijie |
Research progress on reuse of steel structures in Mainland China |
180-188 |
| WU, Yao |
Evaluation of Through-Thickness Residual Stress at T-Joint Weld Toes Using Slitting Method |
2459-2465 |
| Wu, Yu |
Railway Damage Prediction Using TMCMC-based Markov Hazard Model |
550-557 |
| Xia, Ye |
Information Entropy in Bridge Structural Health Monitoring from the Perspective of Structural Physical Parameter Identification |
2254-2259 |
| Xu, Dong |
Towards intelligent cracking analysis and design for concrete bridges based on three-layer stress indicator system |
106-115 |
| Xu, Fang |
Multi-State adaptive design structural system selection for over-track residential resumed Construction constructions in metro depots |
854-862 |
| XU, Gongyi |
The reserved design and engineering practice of light rail transportation on the Macau Sai Van Bridge |
2197-2204 |
| Xu, Miao |
Reconstruction of the bridge end displacement via nonlinear model accounting thermal correlation |
753-760 |
| Xu, Yutong |
Multi-State Analysis and Resilience Design for Multi-Petal Supertall Buildings with Coupling Trusses under Extremely Rare Earthquake |
838-845 |
| Yamada, Taisuke |
Research on the anticorrosion performance of silicone and its coating method |
2900-2908 |
| Yamada, Yuusaku |
Experimental Study of the Basic Performance of 3D-Printed Stainless-Steel Plates for Application to Steel Bridges |
2079-2084 |
| Yamaguchi, Aika |
Shaking Table Tests of a Single Spherical Sliding Bearing with Highly durable Sliding Material |
2311-2317 |
| Yamaguchi, Shin |
Renovation work at a major terminal station while maintaining train service |
1202-1210 |
| Yamaguchi, Takahiro |
Damage Identification of a Reinforced Concrete Bridge Pier after an Earthquake based on a Physics-informed Neural Network |
1902-1909 |
| Yamamoto, Yujin |
Seismic performance of RC column surrounded by 3D printed concrete permanent formwork with short fiber |
2770-2778 |
| Yanagida, Ryohei |
Structural performance of full-scale RC box culverts used as short-span bridges |
2837-2844 |
| Yaroshutin, Dmitry |
Design, construction and testing of curved overpass using BrIM technologies |
2943-2951 |
| Yasukawa, Haruka |
Creating Crack Images of Precast Segmental Piers using Vibration Measurement and Convolutional Neural Networks |
2528-2535 |
| Ye, Qi |
Innovative Jacking and Support Systems for Major Bridge Retrofits In US |
1150-1158 |
| Ye, Simon |
Physics-informed data-driven identification of heavy vehicle responses of an orthotropic steel deck |
2141-2148 |
| Yin, Kangshuai |
Vector-Based Rapid Seismic Resilience Evaluation of Bridges Subjected to Corrosion |
863-871 |
| Yu, Tao |
A Machine Learning-Enhanced Method to Bridge Condition Evaluation considering Defect Prioritization |
116-123 |
| Yu, Weilei |
Recognition of Vehicle Statistics of Random Traffic Flow by Deep-Learning for Live-load Performance Evaluation of Existing Bridges |
1710-1717 |
| Yu, Zhongjun |
Discrepancies of Amplification Factor Method in Stability Design of Tall Buildings |
453-460 |
| Yu, Zihao |
Penetration performance evaluation of origami honeycomb sandwich structures |
1352-1358 |
| Yuan, Yishan |
Wind-Resilience of a Cable-Stayed Bridge in the Coastal Region of Mombasa, Kenya |
886-894 |
| Zangpo, Kinga |
Revising Weights for Bridge Maintenance Prioritization Using Stakeholder Input |
1078-1086 |
| Zeller, Amelie |
Active Control of Adaptive Railway Bridges: A Case Study |
1868-1876 |
| Zerin, A.I. |
Conceptual Design of an 800m Span Inverted Extradosed Suspension Bridge Incorporating Prestressed Concrete Butterfly Web Girder |
1142-1149 |
| Zhang, Jiading |
Experimental study on Composite Connections Piers with different rebar connection |
3027-3035 |
| Zhang, Tianlun |
A Natural Language Processing-based Approach to Bridge Structure Information Extraction |
1539-1545 |
| Zhang, Yuhan |
Research on Rotation Construction Monitoring System of Cable-stayed Bridge Based on Digital Twin |
2952-2960 |
| Zhang, Zengpeng |
Assessing Tuned Mass Damper Effectiveness in Long-Span Bridges Using Machine Learning |
141-148 |
| Zhang, Zhengxin |
Research on the Shear Strength of Corrugated Steel Web Used in Bridge Girders |
1769-1776 |
| Zhao, Dongdong |
Alternative Structural Model for Cable-stayed Bridges with Cables Simplified as Individual Elastic Supports |
438-446 |
| Zhao, Rongxin |
Recognition of Apparent Defects in Bridge Cable Bundle Wraps Based on Deep Learning Algorithms |
1992-1999 |
| Zhao, Wanqing |
Dynamic Testing and Serviceability Evaluation of Dance Induced Vibration in High Frequency Building Floor Systems |
3241-3249 |
| Zhao, Xin |
Lateral Stiffness Redundancy Data Based Automatic Optimization of Super Tall Building Structures |
1319-1326 |
| Zhou, Bo |
Shrinkage and microstructural evolution analysis of AAFS with tetrasodium of 1-hydroxy ethylidene-1, 1-diphosphonic acid (HEDP•4Na) |
251-258 |
| Zhu, Deming |
Resilience of Coastal Structures Subjected to Wave Loads by Considering Dependency Effects |
3282-3289 |
| Zhu, Yuntao |
A regional climate variable modified probabilistic natural carbonation prediction model for service bridges |
124-131 |
| Zorec, Danijel |
Inhabitable Bridges – Multifunctional Structures from the Past Reimagined for the Sustainable Future |
1261-1269 |
| Zou, Shuai |
Temperature Field Simulation Method and Average Temperature Prediction on Main Cables of Suspension Bridges |
3059-3067 |
| Đukić, Đorđe |
Benchmarking the seismic design of bridges based on the new generation of Eurocode 8: A case-study example from Slovenia |
1494-1502 |
