| Abdel-Jaber, Hiba |
Damage Detection using Neutral Axis and Prestressing Force Distribution |
1360-1367 |
| Abukawa, Takahiro |
Effects of Tsunami Measures for Bridges |
242-247 |
| Adasooriya, Nirosha |
Remaining Fatigue Life Estimation of Railway Bridge Members Subjected to Time-dependent Corrosion |
1112-1119 |
| Aigbavboa, Clinton |
An evaluation of the management issues affecting government housing agencies in the delivery of low-income housing in South Africa |
1932-1942 |
| Aigbavboa, Clinton |
Structural Equation Modelling in Sustainable Human Settlement Research |
1915-1923 |
| Ajrab, Jack |
Durability Features of the Vimy Memorial Bridge |
66-74 |
| Alsanad, Shaikha |
Reliability Design for Reinforced Concrete Structural Elements based on Statistical Characteristics of Local Live Loads |
870-877 |
| Andersen, Jacob |
A local, data-based approach for SHM-based point ranking of bridges |
969-976 |
| Anwar, Naveed |
Challenges of a Single-Layer Reticulated Inverted Monk Bowl Dome |
574-584 |
| Anwar, Naveed |
Challenges of an Iconic Pedestrian Bridge |
408-415 |
| Arquier, Mathieu |
Limit analysis for civil engineering structures |
1166-1178 |
| Artmont, Frank |
Evaluation of Bolted Single Support Bar Modular Bridge Joint Systems for Infinite Fatigue Life under Simulated Vehicular Loading |
1645-1646 |
| Bagge, Niklas |
Performance of a prestressed concrete bridge loaded to failure |
1088-1095 |
| Bagge, Niklas |
Protecting a five span prestressed bridge against ground deformations |
255-262 |
| Baker, William |
The New JTI Headquarters in Geneva - an Iconic Shape in the Swiss Landscape |
416-424 |
| Bartholomew, Michael |
Structure Birth Certificate for Service Life Design and Through-Life Management |
58-65 |
| Bartzsch, Matthias |
The Rendsburg High Bridge across the Kiel Canal |
466-473 |
| Bauer, Balz |
Extension of the Train Station of Bern |
1886-1892 |
| Bäumer, Richard |
Control Strategies for Active Vibration Control via Twin Rotor Damper |
1444-1451 |
| Bechtold, Martin |
Cable Supported Pedestrian Bridges in Remote Locations of the Swiss Alps |
526-533 |
| Becker, Matthias |
Static and Dynamic Properties of Structures measured by Terrestrial Microwave Interferometry |
1392-1399 |
| Bednarski, Cezary |
Urbanisation in Africa – Taking Angola as an Example |
1924-1931 |
| Beghini, Alessandro |
Structural Optimization for a Sustainable Architecture |
155-162 |
| Bell, Glenn |
Developing the Next Generation of Structural Engineers |
351-352 |
| Bell, Glenn |
Integrating Practice, Education, and Research |
305-306 |
| Belletti, Beatrice |
Shear strength evaluation of RC bridge deck slabs according to CSCT with multi – layered shell elements and PARC-CL Crack Model |
1158-1165 |
| Benicke, Oliver |
Volgograd-Bridge: Efficiency of passive and adaptive Tuned Mass Dampers |
1428-1435 |
| Bergami, Alessandro Vittorio |
Proposal and application of the Incremental Modal Pushover Analysis (IMPA) |
1695-1700 |
| Blom, Anne |
The assembly and replacement of the Weesperbridge |
402-407 |
| Boer, Ane |
Nonlinear structural analysis as an assessment tool for existing concrete structures |
1041-1048 |
| Boeters, Ton |
Demolishment of a post-tensioned concrete viaduct across a motorway in Almere, The Netherlands |
1248-1254 |
| Bogaert, Philippe Van |
Bridges that may have collapsed according to Codes |
725-726 |
| Bogaert, Philippe Van |
Frost damage and restoration of limestone domes and spheres of heritage buildings |
458-465 |
| Borowiec, Philip |
Challenges of engineering design and construction in rurally isolated communities |
1965-1973 |
| Borst, Tom |
BIM, a foundation for analyses |
756-763 |
| Botte, Wouter |
Structural robustness assessment of concrete frames considering membrane action effects |
844-851 |
| Braun, Christian |
Joints and bearings – European State of the Art of sustainable solutions |
1607-1614 |
| Breunig, Stephanie |
Increased Service Life of Fatigue Effected Structures through High Frequency Mechanical Impact Treatments |
83-90 |
| Brühwiler, Eugen |
Strengthening the Chillon viaducts deck slabs with reinforced UHPFRC |
1171-1178 |
| Brunner, Ueli |
Urban Planning for the Driverless Car
Impact of Driverless Cars on the Built Environment and Transportation Infrastructure |
1913-1914 |
| Bush, Thomas |
Temburong Bridge, Brunei – Ground Engineering - Part 1: Engineering Geology |
2014-2021 |
| Cao, Yinghong |
Whipping Effect of the Seismic Response of Unbraced Tied Arch Bridges |
1679-1686 |
| Cappello, Carlo |
An implementation of expected utility theory in a civil engineering decision problem |
953-960 |
| Carlucci, Alberto |
Temburong Bridge, Brunei – CC3 Navigation Bridges and Associated Viaducts |
2046-2053 |
| Carter, Matthew |
Preliminary Design of the New Bridge for the St Lawrence River |
378-385 |
| Carter, Matthew |
Temburong Bridge, Brunei
Feasibility Study |
1998-2005 |
| Castillo, Pablo |
Innovative Fiber Reinforced Elastomeric Isolation Devices |
1637-1644 |
| Chen, Airong |
Framework of Bridge Design Method under Multi-Hazard and Its Application to Super-Span Multi-Pylon Cable-Stayed Bridges |
263-271 |
| Chen, Cong |
Experimental analysis of steel panel dampers in replaceable coupling beams |
1733-1739 |
| Choi, Eu-Jeong |
Flexural Strength Analysis of Prestressed Concrete Members with High Strength Strands |
552-558 |
| Collins, John |
Construction of Humber Bridge A-Frame rocker bearing replacement |
1625-1628 |
| Cui, Ye |
Modelling and parametric study of self-centering reinforced concrete frame structures |
1725-1732 |
| Cunha, Álvaro |
Continuous dynamic monitoring of lively footbridges |
1303-1310 |
| Daneshi, Mehdi |
Effect of a Base Isolation System for Reduction of Annual Seismic Risk of a Steel Building |
1709-1716 |
| De Wolf, Catherine |
Material quantities and embodied carbon of footbridges |
93-100 |
| Diana, Giorgio |
Buffeting response of long span bridges: numerical-experimental validation of fluid-structure interaction models |
2141-2147 |
| Diana, Giorgio |
Design challenges of the runnability of long span bridges |
616-622 |
| Drago, Filippo Del |
The Kamoro Suspension Bridge in Madagascar |
1982-1989 |
| Duan, Lan |
UHPFRC Strengthening Method for Existing Bridges |
1179-1186 |
| Duntemann, John |
Marina City - The History and Restoration of an Iconic Facade |
482-483 |
| Efthymiou, Elina |
Spatial variability effects of the seismic action in Cable-Stayed Bridges and modelling techniques |
1821-1828 |
| Elza, Peter |
Corrosion Protection Plan Requirements in APD: Defining Requirements |
75-82 |
| Embaby, Rana |
Early Age Cracks of Concrete Casted in Different Stages |
1655-1662 |
| Espion, Bernard |
Three Case Studies of Construction History Applied to the Assessment of Engineering Heritage Structures |
443-450 |
| Fadai, Alireza |
Wood lightweight concrete - Development resource-efficient construction materials |
101-109 |
| Falcetto, Pietro |
Metro Grand Paris Express |
1879-1885 |
| Fayyad, Tahreer |
Evaluation of a minimum flexural reinforcement ratio using fracture-based modelling |
735-742 |
| Feltrin, Glauco |
Monitoring of strain cycles on a railway bridge with a wireless sensor network |
1311-1318 |
| Feng, Yansheng |
Truss Structure Capacity Monitoring Considering Accelerated Steel Corrosion under Climate Change |
236-241 |
| Fenu, Luigi |
Curved shell-supported footbridges |
394-401 |
| Fernandes, João |
Probabilistic-based nonlinear analysis of a reinforced concrete railway bridge |
1104-1111 |
| Ferradi, Mohammed Khalil |
A new innovative software for long span bridges based on the asymptotic expansion method. |
631-635 |
| Ferran, Nicole |
The Adaptive Re-Use of Three 1960’s Era Warehouses as Office Space |
1893-1900 |
| Ferrero, Silvia |
Temburong Bridge, Brunei – Ground Engineering - Part 2: Geotechnical Design |
2022-2029 |
| Fischer, Katharina |
Reevaluation of the Design Loads for an Existing Avalanche Protection Gallery - A Probabilistic Approach |
212-219 |
| Furuta, Hitoshi |
Minimization of Life Cycle Cost for Bridge Asset Management with Multi Stage Optimization |
937-944 |
| Gabler, Markus |
Designing Bridges for a Long Service Life |
50-57 |
| Garlock, Maria |
Introducing Modern Teaching into a Classic Course on Structural Art |
340-341 |
| Garlock, Maria |
The Structural Playground, a New Environment Where to Enjoy Learning Structural Engineering |
336-339 |
| Geier, Roman |
Monitoring of a Large Railway Arch Bridge |
1319-1326 |
| Geiss, Christian |
Energy Harvesting Sources for Structural Monitoring in Wind Turbines |
279-287 |
| Gil, Heungbae |
Fire Risk Management for Highway Bridges in Korea |
890-896 |
| Godart, Bruno |
Failures of external Tendons in Prestressed Concrete Bridges: Causes, Investigations, Remediation and Prevention. |
807-814 |
| Gonilha, José |
An innovative hybrid GFRP-concrete footbridge structure |
1599-1606 |
| Goyet, Vincent |
The behaviour of the Third Bosporus Bridge related to wind and railway loads |
2109-2116 |
| Guan, Zhongguo |
An innovative isolation system for lateral seismic control of a cable- stayed bridge with heavy deck |
1837-1844 |
| Guendel, Max |
Design and application of anti-seismic active vibration control systems |
1468-1475 |
| Guscetti, Gabriele |
The new UEFA building in Nyon, Switzerland: prestressed light slabs and other structural aspects |
566-573 |
| Guscetti, Gabriele |
Structural engineers - Added value for successful design |
518-525 |
| Habel, Katrin |
Challenges in the Evaluation of Existing Concrete Structures: Margaret Avenue Bridge |
1187-1194 |
| Hajdin, Rade |
Application of Semi-Markov Decision Process in Bridge Management |
1017-1024 |
| Hallermann, Norman |
Unmanned Aerial Systems (UAS) – Survey and monitoring based on high-quality airborne photos |
1279-1286 |
| Hein, Carsten |
Hybrid Timber Construction – combining material properties for energy efficiency and sustainability |
110-119 |
| Hellebrandt, Laura |
Structural reliability of existing city bridges |
1064-1071 |
| Hickey, Ray |
A Toolkit for Structures Asset Management |
945-952 |
| Hicks, Stephen |
Assessment of existing composite bridges in New Zealand |
1049-1055 |
| Hicks, Stephen |
Barriers to global adoption of Eurocode 3 and 4 |
684-685 |
| Hirabayashi, Masaya |
Measurement and Reproductive Analysis of Vibration Characteristics of Structures Using Running Train |
1368-1375 |
| Hong, Namhee-Kim |
Typology of Contemporary Cable Bridges toward Bridge Aesthetics |
369-377 |
| Hong, Sung-Gul |
Effect of Surface Preparation and Curing Method on Bond Strength between UHPC and Normal Strength Concrete |
1537-1543 |
| Hong, Sung-Gul |
Experimental Study on the Behavior of Single Bolted Joints for UHPC Panels |
1530-1536 |
| Houriet, Bernard |
Design and realization of major bridges by the GVH Group |
502-509 |
| Hwang, You Chan |
Report of an Unexpected Vortex-Induced Vibration in an Actual Suspension Bridge |
832-835 |
| Ijselmuijden, Kees |
Study for a suspension bridge with a main span of 3700 m. |
2078-2085 |
| Inoue, Manabu |
Izmit Bay Suspension Bridge – Finding and Consideration for Vibration control of Tower by Active mass damper |
2117-2124 |
| Islami, Kleidi |
Smart expansion joints of long-span bridges: self-evaluating by advanced monitoring system |
1615-1624 |
| Ivanković, Ana Mandić |
Performance of existing concrete arch bridges |
1033-1040 |
| Jung, Yongjoo |
A Study on Economic Effect According to the Design Life of a Bridge |
676-683 |
| Jurgens, Christiaan |
The Future Engineer: a Structural Architect? |
325-332 |
| Jurgens, Christiaan |
Renewable Energy Storage Megastructures |
272-278 |
| Kaiqi, Lin |
Earthquake-induced Collapse Simulation of a Super Long Span Cable- Stayed Bridge Based on an Open Source FE Program |
1671-1678 |
| Kardon, Joshua |
Objectivity, Bias, and Advocacy in Expert Forensic Testimony Concerning the Standard of Care |
789-793 |
| Kaufmann, Walter |
Conceptual Bridge Design beyond Signature Structures |
510-517 |
| Kavrakov, Igor |
Structural Optimization of Composite Structures using an Energy Method |
1647-1654 |
| Khan, Inamullah |
Temperature Effect on Continuous Modal Parameter Identification of Cable Stayed Bridge |
636-643 |
| Khorasani, Negar Elhami |
Tools for Measuring a City’s Resilience in a Fire Following Earthquake Scenario |
886-889 |
| Kim, Hyun-Joong |
Probabilistic Assessment of Structural Condition Incorporating Uncertainty of Measured Data through Multi-model Identification |
1376-1383 |
| Kim, Jaehong |
The Recent Cable and Deck Erection Methods Applied in Various Types of Suspension Bridges in Korea |
608-615 |
| Kim, Sun Joong |
Application of Various Schemes for Damping Estimation of the Suspension Bridge for the Cause Investigation of a Vortex-Induced Vibration |
1334-1337 |
| Kirk, Martin |
Major sustainability drives on a large project, the Queen Elizabeth Park. |
16-23 |
| Kitaura, Naoki |
Deterioration Prediction of Infrastructures with Time Series Data Considering Long Memory Effect |
961-968 |
| Kite, Steve |
Temburong Bridge, Brunei – Environmental Impact Study and Mitigation Measures |
2030-2037 |
| Kite, Steve |
Temburong Bridge, Brunei – Procurement Strategy, Design Basis and Specifications |
2006-2013 |
| Klamer, Ernst |
Long-term effects of wet and outdoor conditions on GFRP |
1591-1598 |
| Klein, Jean-François |
Apologia for "Sculptural engineering" |
494-501 |
| Köylüoglu, Özgür |
Urban Transformation Opportunity for Sustainable Development and Benefits Based on LCC Analysis |
1943-1949 |
| Kuhlmann, Ulrike |
Concept for the Future Development of Eurocode 3 Design of Steel Structures |
693-700 |
| Kuratomi, Yo |
Development of the structural system with steel frame and wooden floor-Connection method of steel beam and wooden floor |
1663-1670 |
| Kusuhara, Shigeki |
Improvement of Dry Air Injection System for main cables of Seto- Ohashi Bridges |
1400-1407 |
| Kvalvåg, Renathe |
Testing for Load Capacity of Pad Eyes used in Offshore Lifting Operations |
743-747 |
| Lampropoulos, Andreas |
UHPFRC versus RC jackets for the seismic upgrade of columns |
1773-1780 |
| Larsson, Oskar |
Climate change effects on design thermal actions for concrete structures |
228-235 |
| Lavorato, Davide |
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese rc bridges |
1762-1767 |
| Leach, Jon |
Structural Engineers as Creative Leaders – from Stadia to Pavilions |
307-314 |
| Leahy, Cathal |
Traffic Load Effect Forecasting for Bridges |
994-1001 |
| Leon, Roberto |
Comparison of the Development of AISC and EC4 Code Provisions for Composite Construction |
717-724 |
| Li, Ming |
Application of Prestressed Concrete Composite Box-girder Bridges with Corrugated Steel Webs in Bridge Engineering in China |
124-130 |
| Li, Wencong |
Numerical Investigation of an RC Column Retrofitted with Steel Brace |
1797-1804 |
| Li, Xin |
A modified bang-bang control for MR damper and experimental validation using RTHS |
1452-1458 |
| Liu, Dan |
Long-span Steel Truss Arch Bridge Construction and Innovation |
2086-2092 |
| Liu, Peng |
"China Zun" Tower: Pushing the Limits to Chinese Practice |
1850-1858 |
| Liu, Shehong |
Time-Dependent Bending Moment Analysis for Pile-Raft Foundation of Super Tall Buildings |
585-592 |
| Liu, Xiaoxian |
Improvements in the performance index of self-centering capability of column |
1740-1746 |
| Löhning, Thomas |
Temburong Bridge, Brunei – Independent Design Check |
2062-2069 |
| Longarini, Nicola |
The Constructions Vibration Control by Tuned Mass Dumper |
1436-1443 |
| Loraux, Christophe |
Realistic examination of the fatigue life of a wind turbine tower using data from long term monitoring |
298-304 |
| Loss, Cristiano |
Innovative construction system for sustainable buildings |
163-170 |
| Lozano Galant, Jose Antonio |
Dealing with the peculiarities of the structural system identification of cable-stayed bridges by observability techniques |
1327-1333 |
| Lozano Galant, Jose Antonio |
E-Learning, The future of Structural Engineering Education? |
333-335 |
| Lozano Galant, Jose Antonio |
Simulation of the time-dependent phenomena effects in staggered erected cable-stayed bridges |
644-650 |
| Lu, Long |
Control of the Dynamic Response of Cable-stayed Bridge with Highway and Railway under Multiple Loading by a Viscous Damper |
1829-1836 |
| Lucas, Tim |
Digital Design & Semi-Automatic Fabrication: Digital Craftsmanship |
1484-1491 |
| Ma, Rujin |
Analysis of a heavy goods vehicle fire in wind conditions and its impact on structural performance of a cable-stayed bridge |
921-928 |
| Ma, Rujin |
Risk Assessment for Interaction Effect of Adjacent High-Speed Railway Bridges and Highways |
878-885 |
| Ma, Yafei |
EIC-based fatigue life prediction for aging reinforced concrete beams |
1080-1087 |
| Madrazo-Aguirre, Fernando |
Nonlinear Behaviour of Under-Deck Cable-Stayed Bridges with Steel−Concrete Composite Decks |
542-549 |
| Maheswaran, Jeron |
Stress Concentration Factors of Tubular Joints in Offshore Jacket Structure: A comparative study |
1420-1427 |
| Makhoul, Nisrine |
From Sustainable to Resilient and Smart Cities |
1901-1906 |
| Manning, Mark |
Design and Behaviour of Prestressed Ultra-High Performance Concrete Channel Girders Using Local Materials |
1544-1551 |
| Manning, Mark |
Early-Age Compressive and Tensile Strength Gain of a Locally Developed UHPC |
1552-1558 |
| Mantawy, Ahmed |
Ductility of Reinforced Concrete Frame Buildings Subjected to the Recent New Zealand Earthquakes |
1701-1708 |
| Martin, Andrew |
Bridges, Sustainability and the Structural Engineer |
24-31 |
| Masaki, Ushiro |
Evaluation method of bridge performance for new bridge asset management considering renewal of existed bridges |
1025-1032 |
| Mascareñas, David |
Extending our Nocioceptive Sense to Structures: Haptic Interfaces for Structural Health Monitoring |
1295-1302 |
| Mayencourt, Paul |
CNC-fabricated formwork for a UHPFRC thin folded plate arch |
1492-1499 |
| Menétrey, Philippe |
ArtStructures, From competition to completion using the synthetic design method |
484-493 |
| Miccoli, Lorenzo |
Numerical modelling of UHPC and TRC sandwich elements for building envelopes |
195-203 |
| Michel, Loïc |
Build with weathering steel: environmental and economic impacts – Tramway Bridge in Paris suburbs |
131-138 |
| Mir, Abdulkader El |
Application of non-destructive test on self-compacting concrete |
1412-1419 |
| Mistur, Mark |
Bridging to the Bicentenary: Collaboratively Educating Engineers and Architects |
317-324 |
| Miyachi, Kazuhiro |
Experimental and analytical study on stress concentration of corroded bridge wires |
1056-1063 |
| Miyamoto, Ayaho |
Feasibility of an Intelligent Bridge Integrated with the Smart Monitoring System |
1263-1271 |
| Mizutani, Daijiro |
Comprehensive Evaluation Method for Deterioration of RC Slabs |
1002-1009 |
| Molina-Moreno, Francisca |
Indicators for Serviceability for Low-Carbon Building Slab Types |
178-185 |
| Moreira, Vicente |
Probabilistic structural assessment of railway masonry arch bridges |
852-861 |
| Moussard, Michel |
CANOPEE research program: covering large transport infrastructures in dense urban environment |
1867-1878 |
| Mukherjee, Soham |
Developing Cost-Effective Rib-to-Deck Plate Connections for Steel Orthotropic Bridge Decks |
550-551 |
| Mukherjee, Soham |
Verification of Infinite Life Fatigue Performance of a Cost-Effective Steel Orthotropic Deck Design by Full Scale Laboratory Testing |
91-92 |
| Müllers, Ingo |
Structural Assessment of Existing Concrete Bridges: A Consulting Engineers´ point of view |
1072-1079 |
| Murillo, Juan |
Preserving the Service Life of a Bridge Threatened with Fatigue Cracking |
1211-1218 |
| Nabaei, Sina |
Rehabilitation of transportation infrastructures: the potential of new materials |
1195-1202 |
| Negrisoli, Giorgio |
Structural Fire Assessment of Concrete Filled Steel Hollow Sections |
913-920 |
| Nilimaa, Jonny |
Extend the life of existing railway bridges – Results from EU FP7 project MAINLINE |
1219-1226 |
| Nishino, Takayoshi |
Buckling Temperature and Buckling Stress of a Steel Member with Lateral Bracing Caused by a Thermal Load |
905-912 |
| Noeldgen, Markus |
Closing the GAP in BIM – an Engineering Approach |
748-755 |
| Novák, Balthasar |
Monitoring of reinforced concrete bridges retrofitted by external tendons |
1338-1345 |
| Oliveira, Gustavo |
Modal Identification of a Wind Turbine Before and After the Extension of the Blades |
288-297 |
| Orcesi, Andre |
Multi-criteria optimization framework for road infrastructures under different scenario of climate change |
986-993 |
| Palmisano, Fabrizio |
Changes in codes following structural failures: an Italian perspective on mitigation of structural vulnerability |
801-806 |
| Palmisano, Fabrizio |
The Practice of Forensic Structural Engineering in IABSE Member Countries: Review of a Survey |
770-773 |
| Partov, Doncho |
AAEM versus numerical rheology investigation of composite steel concrete beams |
701-708 |
| Pasquier, Romain |
Using measurement to reduce model uncertainty for better predictions |
1255-1262 |
| Payá-Zaforteza, Ignacio |
"The Art of Spanish Bridge Design", a New Course Promoting the Holistic Learning of Structural Engineering |
315-316 |
| Paya-Zaforteza, Ignacio |
Discovering the role of engineering in the world: a new teaching experience focused on New York City and civil engineering |
342-343 |
| Pedersen, Flemming |
Izmit Bay Suspension Bridge – Deep Water Tower Foundations |
2133-2140 |
| Pedersen, Flemming |
Izmit Bay Suspension Bridge – Main Cable Anchorages |
2125-2132 |
| Peyrani, Yohan |
Progressive Cable Yielding of a Cable-Stayed Bridge Considering Geometric Nonlinearities and Uncertainties of Loads |
659-666 |
| Pizarro, Diego |
Dynamic Characteristics of a Longitudinally Asymmetrical Multi-Span Suspension Bridge: The Chacao Bridge |
2101-2108 |
| Poon, Chi-Ho |
Temburong Bridge, Brunei – CC4 Swamp Crossing in Temburong District |
2054-2061 |
| Pothisiri, Thanyawat |
Enhancing Fire Resistance Performance of Precast Concrete Load- Bearing Walls by Using Polypropylene Fibers and Wire Mesh |
897-904 |
| Radić, Jure |
Joint Structural & Architectural Approach towards Human Urbanism |
361-368 |
| Ranzi, Gianluca |
Comparisons between design models for serviceability limit state of composite steel-concrete slabs |
709-716 |
| Reiso, Marit |
Vertical stiffness for tube bridges: Comparing pontoons and tethers |
2093-2100 |
| Retzepis, Ioannis |
Sustainable Bridge Design in Germany |
8-15 |
| Reuland, Yves |
Evaluating seismic retrofitting efficiency through ambient vibration tests and analytical models |
1717-1724 |
| Rhodes, Steve |
Analysing Concrete Structures - Advances in Material Modelling with Practical Applications |
1128-1136 |
| Rickard, Ieuan |
Predictive testing for heat-induced spalling of concrete |
929-936 |
| Rinaudo, Paula |
A methodology based on temperature monitoring to reduce fire risk in tunnels |
1272-1278 |
| Romo, Jose |
Geometry and Parametric modeling in the Conceptual Design of Bridges |
433-442 |
| Roy, Bidhan |
Urbanization and Growth in Indian Transportation Scenario |
1950-1957 |
| Rózsás, Árpád |
Effect of Statistical Uncertainties in Ground Snow Load on Structural Reliability |
220-227 |
| Saad, Fathy |
Sustainable Bridge Design Using Precast Concrete Joints with Monolithic Behaviour |
40-49 |
| Samim, Fatema |
Static and Seismic Characteristics of Cable-Stayed Bridges with New Stay Systems |
1805-1812 |
| Sarkisian, Mark |
Developing a Basis for Design – Embodied Carbon in Structures |
1859-1866 |
| Sarkisian, Mark |
Developing a Basis for Design – Embodied Carbon in Structures |
139-146 |
| Sarkisian, Mark |
Pin-Fuse Seismic Systems - Friction Joints that Limit Damage |
1629-1636 |
| Sas, Gabriel |
Tested versus code capacity of existing bridges - Three examples |
727-734 |
| Seitz, Peter |
Visual Project Organization |
764-769 |
| Shankar, Sanjeev |
Living Root Bridges: State of knowledge, fundamental research and future application |
1974-1981 |
| Shen, Xing |
A New Steel Damper and Its Applications in Long Span Bridges |
667-675 |
| Shibata, Ikuhide |
Ribbon Chapel |
386-393 |
| Singh, Manpreet |
Structural behaviour of Ultra-High Performance Fibre Reinforced Concrete Columns subjected to eccentric loading |
1523-1529 |
| Skelton, Paul |
The New Lifting Bridge in Bordeaux, France - Mechanism Design Code Constraints and Freedoms |
686-692 |
| Slowik, Ondrej |
Shear failure of pre-stressed concrete T-shaped girders: Experiment and nonlinear modeling |
1137-1147 |
| Smith, Stuart |
Perez Art Museum Miami; Synthesis of Engineering and Architecture |
425-432 |
| Smith, Stuart |
Wikihouse 4.0: Towards a smart future |
1907-1912 |
| Soane, Alastair |
Lessons from Confidential Reporting on Structural Safety |
781-788 |
| Spielhofer, Roland |
Cross-asset risk assessment (X-ARA) |
977-985 |
| Stampler, Johann |
Prediction of Wave and Wind induced Dynamic Response in Time Domain using RM Bridge |
651-658 |
| Steenbrink, Arjen |
Bridge over the motorway A27, steel truss with a FRP deck |
1583-1590 |
| Stoerzel, Joerg |
Monitoring shear-induced degradation of reinforced and pre- tensioned concrete members |
1148-1157 |
| Strauss, Alfred |
Performance assessment of concrete structures based on probabilistic prediction models and monitoring information |
1120-1127 |
| Su, Junsheng |
Influence of Steel and Concrete Strength on Seismic Performance of Concrete Columns |
1747-1754 |
| Takai, Yuki |
Cleaning Technique for Repair Painting on a Weathering Steel Bridge |
1235-1242 |
| Tan, Geem Eng |
Evolvement of New Precast Retaining Wall Design in Malaysia |
1990-1997 |
| Tanner, Peter |
Risk-based models and requirements for building structures with high failure consequences |
836-843 |
| Tardivel, Yannick |
The DIOGEN and CIOGEN works, a specific approach in environmental assessment of civil engineering structures |
1-7 |
| Tassew, Samson |
Accelerated Bridge Construction using Ceramic Concrete Slabs |
1500-1507 |
| Tej, Petr |
Summary of the test results of short-term and long-term loading of prestressed I-beams made of ultra-high performance concrete |
1559-1565 |
| Terwel, Karel |
Exploring improvements for structural safety |
794-800 |
| Terwel, Karel |
Predicting structural disasters with Radar interferometry |
824-831 |
| Thomopoulos, Constantinos |
Seismic Isolation of the existing viaduct B28 in Switzerland |
1768-1772 |
| To, Murphy |
Temburong Bridge, Brunei – CC2 Marine Viaducts in Brunei Bay |
2038-2045 |
| Tokarz, Bernhard |
The large-scale form alone is nothing - the detail decides |
353-360 |
| Tornaghi, Marco Lamperti |
Energy-Efficient Building Envelopes: use of Phase Change Materials in Cement-Based Composites |
186-194 |
| Traykova, Marina |
Potential for an adaptive reuse of a national cultural property building- Case study of a former sugar factory in Sofia, Bulgaria |
451-457 |
| Traykova, Marina |
Strengthening of existing RC frame in case of construction of additional floor, with account for the construction stages |
1243-1247 |
| Treacy, Mark |
Improved safety verification of existing bridges using monitored data |
1346-1353 |
| Truonghong, Linh |
Documentation of Bridges by Terrestrial Laser Scanner |
1384-1391 |
| Tsimplokoukou, Kassiani |
A Sustainable Structural Design method to analyse structural and environmental performances of a building |
32-39 |
| Tsionis, Georgios |
Effectiveness of Techniques for Seismic Strengthening of RC Frame Buildings |
1781-1788 |
| Villa, Alessandra |
Use of ASPIRE as an effective tool for ensuring sustainability in developing countries |
1958-1964 |
| Voermans, Jurgen |
Renovation of a Historic Railway Lift Bridge |
474-481 |
| Volkwein, Axel |
New approach for flexible debris flow barriers |
248-254 |
| Wagner, Mia |
Damping of Stay Cables by Semi-Active Friction Dampers |
1476-1483 |
| Wang, Chun-Sheng |
Cold Retrofit Method Study for Fatigue Cracking of Steel Bridge |
1227-1234 |
| Wang, Lei |
Corrosion effect on compatibility between prestressing strand and concrete |
559-565 |
| Wang, Lilin |
Control of wind-induced vibration by combined tuned damper for super tall buildings |
1459-1467 |
| Wang, Qian |
Study on Full-scale Bending Experiment of Concrete Girder Reinforced by Steel Plate and Concrete Composite Strengthening Method |
1203-1210 |
| Wang, Ruilong |
Shake Table Test of a Cable-stayed Bridge Model Using Passive Energy Dissipation Devices |
1813-1820 |
| Wang, Xuejing |
Traffic characteristics and load responses of specific bridge based on the measured WIM data |
1354-1359 |
| Wang, Yu |
Seismic Response and Cushioning Research of Long-span Railway Continuous Beam-arch Composite Bridge |
1845-1849 |
| Watanabe, Taichiro |
Development of a New Seismic Retrofit Method Reinforcing only Two-sides of RC Bridge Pier with Bar Cut-off Sections |
1789-1796 |
| Weng, Fang-Wen |
Research of Performance and Durability of long span prestress concrete box Girder Bridge of gravel concrete |
120-123 |
| Weninger-Vycudil, Alfred |
Integration of cross asset risk assessment into road infrastructure asset management |
1010-1016 |
| White, Simon |
arcoBridge – Low cost FRP Bridges for mainstream applications |
1566-1574 |
| Wit, Marcel De |
Defect detection in strand wires within the anchorage area of high tensioned cables |
1408-1411 |
| Wium, Jan |
A procedure for prioritizing seismic risk reduction of load bearing masonry structures |
862-869 |
| Wood, Jonathan |
Applying Forensic Investigations of Failures of Structural Performance. |
774-780 |
| Xiang, Nailiang |
Parametric Seismic Study on Concrete Shear Keys for Small to Medium-Span Highway Bridges |
1687-1694 |
| Yanes, Sonia |
Performance in Transverse Direction of Fiber-Reinforced Polymer Bridge Decks |
1575-1582 |
| Yang, Yongxin |
Wind Resistant Performance and Countermeasures for Cable-stayed Bridges with Open-section Girder |
204-211 |
| Yao, Yao |
Large-area electronics combined with integrated circuits into a strain sensing sheets |
1287-1294 |
| Yeoward, Andrew |
Bridge over the Vistula River in Kamień, Poland |
534-541 |
| Yin, Delan |
Design of Twin River Bridges for Light Rail Transit and Highway |
2070-2077 |
| Zauft, Doreen |
IABSE: an opportunity for Young Engineers to develop their social skills |
344-350 |
| Zhang, Hong |
A New Solution for Fabrication & Erection of Composite Box Girder of Cable-Stayed Bridge |
1517-1522 |
| Zhang, Jianren |
Experimental study on static behavior of damaged RC arch ribs |
1096-1103 |
| Zhang, Songhan |
Finite Element Model Updating of Suspension Bridge Based on Unstressed Length Identification |
623-630 |
| Zhao, Xin |
Carbon Emission Assessment for Super Tall Buildings with Viscoelastic Coupling Dampers |
147-154 |
| Zhao, Xin |
Integrated Embodied Carbon Optimal Design of Super Tall Building Structures with Viscous Dampers |
171-177 |
| Zhao, Xin |
Sensitivity analysis of wind-induced acceleration on design variables for super tall buildings |
593-599 |
| Zheng, Hehui |
Experimental study on precast segmental box girders with corru- gated steel webs |
1508-1516 |
| Zhu, Qiyun |
A Novel Multilevel Energy Dissipative Device as an Alternative for Seismic Protection of Structures |
1755-1761 |
| Zhuang, Xiang |
Characteristics of wind pressures on a rectangular tall building in the time domain |
600-607 |
| Zwicky, Daia |
Forensics of a Partially Collapsed Timber Roof |
815-823 |
