| Allen, Craig |
West Gate Bridge - Strengthening of the Concrete Viaducts |
863-870 |
| An, HyunJung |
3D Based Parametric Modeling for Automatic Fitting of Longitudinal Girder Shape and Placing Rebar in FCM Bridge |
1750-1757 |
| An, Tongxiang |
Seismic Performance of Bridges with Rubber Bearing Systems under the 2011 Off the Pacific Coast of Tohoku Earthquake Ground Motions |
414-421 |
| Anitori, Giorgio |
Redundancy evaluation of integral bridges under lateral loads and effect of FRP reinforcement on system behavior |
188-195 |
| Appuhamy, Ruwan |
Estimation of Seismic Behaviour of Corroded Steel Bridge Plates |
1259-1266 |
| Asferg, Jesper L. |
Realisation of the Busan-Geoje Fixed Link - Large scale prefabrication for marine bridges |
651-659 |
| Azizipesteh Baglo, Hamid Reza |
High Strength Reinforced Concrete Beams with Exposed Main Steel |
1514-1521 |
| Baek, Hansol |
Yi Sun-sin Bridge: Technologies for Accelerated Construction of 270m-High Pylons |
265-271 |
| Bai, Ling |
Research on Proper Diaphragm Layout of Long-span Continuous Steel-Box- Girder |
1012-1017 |
| Baird, David |
Monitoring a 150-year-old bridge during construction of an underpass for the London 2012 Games |
437-445 |
| Baylon, Michael B. |
Assessing the performance of a transportation lifeline in the Philippines, the Light Rail Transit (LRT) System, under a large magnitude earthquake |
1710-1717 |
| Belarbi, Abdeldjelil |
Performance-based Design Approach for RC Bridge Columns with Interlocking Spirals under Cyclic Combined Loading Including Torsion Using Damage Index Model |
709-717 |
| Biliszczuk, Jan |
Cable-stayed Bridge over the Odra River in Wroclaw, Poland |
819-826 |
| Biliszczuk, Jan |
Kazimierz-Ludwinów footbridge over the Vistula River in Cracow |
516-523 |
| Borkowski, Gregor |
Computational Assessment of Prestressed Concrete Bridges |
732-739 |
| Brestin, John |
Huey P. Long Bridge – Innovative Truss Erection Scheme |
524-531 |
| Briseghella, Bruno |
Dynamic Assessment of a Curved Cable-Stayed Bridge Based on Multi-Year Monitoring |
406-413 |
| Bu, Guoping |
Performance Prediction of Concrete Elements in Bridge Substructures using Integrated Deterioration Method |
108-115 |
| Busatta, Fulvio |
Long-term Dynamic Monitoring of an Iron Arch Bridge |
429-436 |
| Caetano, Elsa |
Monitoring of Environmental Effects on Modal Estimates of Large Structures |
635-642 |
| Cao, Junhui |
Research on Stress State in Composite Bridge Deck System with Orthotropic Steel Deck and Thin Reactive Powder Concrete Layer |
1980-1987 |
| CARFRAE, Tristram |
The Integration of Engineering and Architecture |
29-37 |
| Carter, Matt |
Seismic Isolation of a Suspension Bridge Anchor Block |
1235-1242 |
| Ccunningham, John |
West Gate Bridge Strengthening Project - Context and Project Objectives |
857-862 |
| Chang, Young Soo |
A study on the depth-tunnel mechanized excavation and optimum cross-section in GTX (Great Train eXpress) tunnel |
1912-1919 |
| Chen, Ce |
Researches on changes of riverbed deposition during caisson construction |
1358-1364 |
| Chen, Ce |
Risk Assessment Study on Bridge Foundation in Deep Overlying Stratum |
1350-1357 |
| Cho, Bonghyun |
The immersion details of the Busan-Geoje Immersed Tunnel |
668-672 |
| Cho, Hae-Jeong |
analytical study on Influence factors to evaluates The thermal properties of donut type biaxial hollow slab |
2025-2030 |
| Cho, Kyung Sik |
DMSUS, Shape-Finding Program for Irregular Suspension Bridge |
1574-1581 |
| Cho, Yong Woo |
Optimum Span Ratio of Cable Stayed-Suspension Bridges |
1568-1573 |
| Choi, Dong-Ho |
Effect of Tower Stiffness on Four-span Suspension Bridges |
2119-2122 |
| Choi, Dong-Ho |
Initial Shape Analysis of Cable-Stayed Suspension Bridge |
2123-2126 |
| Choi, Dong-Ho |
Tension Force Estimation of Cables in Cable Supported Bridges with Considering Initial Curvature Shortening Effect |
2136-2141 |
| Choi, Hosoon |
Evaluation of the current concrete design code on shear and end anchorage of deep beams by a limit analysis based on concrete plasticity |
1311-1318 |
| Choi, Ji Hoon |
Shear strength Evaluation of Hybrid Coupling Walls using Finite Element Analysis (FEA) |
2031-2037 |
| Choi, Se Hoon |
A Cable-stayed bridge with Elliptic pylons |
842-848 |
| Chok, Kermin |
The role of CFD in the conceptual design of high rise buildings |
570-578 |
| Cremona, Christian |
Inspection of welded joints: reliability of ultrasonic inspection and inspection intervals |
597-604 |
| Cremona, Christian |
Probabilistic and predictive performance-based approach for assessing reinforced concrete structures: the APPLET project |
1165-1172 |
| Dang, Viet Duc |
Local Buckling Strength and its Statistical Information of Normal and Bridge High Performance Steel Plates |
1429-1435 |
| De Pauw, Bart |
The influence of connections in concrete bridge superstructures made continuous using a high degree of precasted elements |
1611-1618 |
| den Blanken, Sander |
Strengthening Solutions for the Extended Service Life of the Galecopperbridge in the Netherlands |
1492-1499 |
| Deng, Yu |
Design and Construction of The Jiayue Bridge in Chongqing, China |
1906-1911 |
| Dezi, Francesca |
Seismic Response of Reinforced Concrete Frames on Pile Foundations |
1243-1250 |
| Duclos, Thierry |
A Signature Bridge in a Congested Urban Area |
357-364 |
| Edlund, Bo L. O. |
Robustness and Resilience — Two Key Concepts for a Sustainable Built Environment |
589-596 |
| Egger, Philipp |
Vibration Absorber for Stay-Cables |
585-588 |
| Eom, Tae-Sung |
Time-Dependent Behaviors of RC Columns Subjected to Sustained Eccentric Loading |
476-483 |
| Fargier, Luis B. |
Collapse and Repair of a Beam Support of the General Rafael Urdaneta Bridge, Crossing the Maracaibo Lake in Venezuela |
1528-1535 |
| Feng, Zhaoxiang |
Technology for monitoring side friction of caisson in deep overburden layer |
1826-1832 |
| Fobo, Wolfgang |
Structural Protection of Long Span Bridges |
1476-1483 |
| Gerhaher, Ulrich |
Dynamic Design of Elastomeric Bearings for Vibration Isolation |
2150-2156 |
| Gonçalves, Bruno |
Infrastructure Management in Portugal: A Survey |
1460-1467 |
| Gouverneur, Dirk |
Numerical and experimental analysis of a novel real-scale test set-up for the analysis of tensile membrane actions in concrete slabs |
693-700 |
| Grace, Nabil |
Innovative CFCC Prestressed Decked Bulb T Beam Bridge System |
196-203 |
| Guo, Guang Song |
Design & Construction of the Trapezoidal Hanging Basket |
1773-1780 |
| Han, Dazhang |
Design of Stiffening Girder for Taizhou Yangtze River Highway Bridge |
1342-1349 |
| Han, Manyop |
The Effects of Holes in the Web on the Multi-stage Prestressed Concrete Girder |
1798-1804 |
| Hawryszków, Paweł |
Installation of the largest stay cable system in Poland – the Rędziński bridge in Wrocław |
811-818 |
| He, Jun |
Mechanical Performance of Composite Truss Bridge with Double Decks |
1025-1032 |
| Herbrand, Martin |
Shear Capacity of Prestressed Continuous Concrete Beams |
959-965 |
| Hicks, Stephen |
Statistical calibration of safety factors for headed stud shear connectors in composite construction |
84-91 |
| Ho, Simon |
The Delhi Air Traffic Control Tower: Engineering, architecture and design with TMD for the tallest ATCT in India |
1927-1934 |
| Honda, Hideyuki |
Strength Decrease of Wood Materials in Kintaikyo Bridge used 48 Years |
1667-1674 |
| Hong, Jin-Soo |
Numerical Approach to Evaluation of Bond Strength of Headed Bars |
1958-1964 |
| Hong, Namhee K. |
Structural Form Enhancement for Aesthetic Bridge Design |
1149-1158 |
| Hong, Namhee K. |
Toward Repair and Redesign Old Aqueduct Bridges in Rural Areas |
540-546 |
| Hong, Sung-Gul |
Mixed Construction of Modular Steel Frames with Concrete Shear Wall Systems |
2000-2008 |
| Hosokawa, Hajime |
Alternative Proposal for Suspension Bridge Cable |
1544-1551 |
| Hu, Jia |
Conceptual design of new super-span cable-stayed bridge |
1296-1302 |
| Huang, Dongzhou |
Evaluation of Cracks of Hathaway Precast Concrete Segmental Box Girder Bridge |
1758-1765 |
| Hubmann, Michael |
Tubular trusses with K-joints in bridges |
1627-1634 |
| Hwang, Eui-Seung |
Analysis of the Temperature Measurement Data in Concrete Pylon |
2051-2058 |
| Hwang, Eui-Seung |
Modelling of truck traffic for long span bridges |
1112-1119 |
| Iwasaki, Eiji |
An Estimation of the Corrosion Rate by Airborne Salt around Bridge Section |
92-99 |
| Jackson, Peter |
Foundation Design of the Busan-Geoje Immersed Tunnel |
673-680 |
| Jammes, François-Xavier |
Design of UHPC Wind Turbines |
1049-1056 |
| Jang, Won-Seo |
Vehicle Weight Estimation using Bridge Bearing with Embedded Piezoelectric Material |
1727-1734 |
| Jeong, Bonggyo |
Yi Sun-sin Bridge: Erection of Girder using Winch-Driven Lifting Gantry |
296-301 |
| Jeong, Sangkyoon |
Busan-Geoje Fixed Link: General Outline of the Project |
643-650 |
| Jeong, Sangseom |
Improved Analytical Method for Pile Bent Structure based on Nonlinear Characteristics |
1833-1841 |
| Jeong, Sangseom |
Nonlinear 3-D Analysis Method for Piled Raft Foundation under High-rise Building Loads |
2059-2066 |
| Jung, Bastian |
Assessment of Coupled Numerical Models applied to semi-integral bridge |
1951-1957 |
| Jung, Chi-Young |
Comparison between Y-type Perfobond Rib Shear Connector and Traditional Perfobond Rib Shear Connector with Push-out Tests |
2096-2103 |
| Jung, Jaeho |
Yi Sun-sin Bridge: A Challenging Method for Catwalk Erection |
272-279 |
| Jung, Kilje |
A Unified Approach for the Aeroelastic Analysis by Elimination of Frequency Dependence of Aerodynamic Force |
579-584 |
| Jung, Suk-Rok |
Yeosu Expo 2012 Big-O Project Especially about Water Stage Changes |
1718-1726 |
| Kaito, Kiyoyuki |
Inhomogeneous Poisson Model for Peeling/Falling of Concrete |
718-725 |
| Kanda, Jun |
Target Safety Criteria for School Gymnasium Structure |
1222-1226 |
| Kang, Soo-Chang |
The evaluation of inelastic buckling strength for HSBⓇ800 welded structures |
1396-1403 |
| Kang, Sung-Hoon |
The Bond Characteristics of Deformed Bar Embedded in Biaxial Hollow Slabs according to the Hollow shapes. |
974-979 |
| Kang, Thomas |
The Choice of Recycled Concrete Aggregates for Flexural Members |
726-731 |
| Kicinski, Stephen |
Modern Yurts Are Viable Options For Societal Facility Needs |
1088-1095 |
| Kido, Ewa Maria |
Modern Railway Stations as New Sophisticated Urban Spaces |
389-397 |
| Kim, Chang Su |
Structural Characteristics of 3-Pylon Cable-Stayed Bridge Applying UHPC |
302-309 |
| Kim, Do Hak |
Improvement of Tendon Layout for PSC Girders with Long Span |
336-343 |
| Kim, Dong-Seok |
The Development and Application of a Long Span Spliced Girder with Joint Block |
2045-2050 |
| Kim, Dongjoo |
Design and Special Feature of Lusail Ring Bridge |
1882-1889 |
| Kim, Dongwoan |
The Measurement and Control of Cable Tensile Forces in Cable-Stayed Bridge using Laser Vibrometer |
1410-1416 |
| Kim, Ga Young |
Statistical Models of Typhoon Intensity and Tracking for Extreme Wind Speed Estimation |
1818-1825 |
| Kim, Hee Sung |
Economic Feasibility of Long Span Cable Bridges with Application of High Performance Steel and Wire |
1421-1428 |
| Kim, Hee Sung |
Parametric Study on Safety Factor for Cable Slip in Four-span Suspension Bridges |
1560-1567 |
| Kim, Heeseok |
Determination of the Slip-up Time for Slip-Form System using Surface Wave Velocity |
2074-2081 |
| Kim, Ho-Kyung |
The Development of Reliability-Based Design Guidelines and Prototype Design of Super Long-Span Bridges |
1096-1103 |
| Kim, Hyun Kioo |
Geum-gang 1st Bridge–Extradosed Bridge with V-Shape Pylon |
2067-2073 |
| Kim, Hyun-Joong |
Probability Model Estimation of Aberrant Vessel Trajectory Using VTS Data |
1141-1148 |
| Kim, Ickhyun |
Seismic Design Guidelines for Super-Long-Span Cable-Supported Bridges in Korea |
1127-1133 |
| Kim, Jaehong |
Design and Construction of Main and Crescent Bridges in Palm Jebel Ali |
1874-1881 |
| Kim, Jin-Kook |
Structural Design and Behaviour of PSC Beams Prestressed with 2160MPa / 2400MPa Steel Strand |
1417-1420 |
| Kim, John Sang |
World's First Thermoplastic Bridges made of Recycled Plastics |
1033-1040 |
| Kim, Jongho |
Structural Design of Lotte Jamsil Super Tall Building |
460-467 |
| Kim, Kwang-Soo |
Design and Construction of Hwamyung Bridge |
849-856 |
| Kim, Kyung Taek |
Yi Sun-sin Bridge: Construction of Two Different Anchorage Systems |
248-257 |
| Kim, Kyuwang |
Cable Erection Plan of Ulsan Bridge |
318-326 |
| KIM, Soo-Sam |
Toward Humanism of the City: A Better City, Happier Citizens |
2-5 |
| Kim, Sung-Wan |
Estimation of Dynamic Characteristics of Long-span Bridge Cables Using Image Signal Processing |
1189-1195 |
| Kim, Sunjoong |
An Experimental Investigation on Characteristics of Flow Field of Wake Galloping |
757-764 |
| Kim, Wonsul |
Review of wind tunnel tests of Lotte World Tower |
452-459 |
| Kim, Young-Min |
Wind Tunnel Tests of Vibration Control Devices for a Super Long Span Bridge |
749-756 |
| Kim, Young-Min |
Wind-Resistant Measures of the Busan-Geoje Fixed Link Bridges during Construction |
660-667 |
| Kite, Steve |
2nd Nile Bridge at Jinja, Uganda – Independent Design Check |
803-810 |
| KLEIN, Gary |
Collapse! Aftermath and Investigation |
38-43 |
| Klingsch, Eike W. |
Development of innovative lightweight cardboard elements for sustainable constructions |
1965-1971 |
| Konno, Shinichi |
New Concept for Main Cable of Suspension Bridge |
1552-1559 |
| Kuhlmann, Ulrike |
Anchor plates with headed studs as fastening solutions between steel and concrete |
1597-1604 |
| Kujime, Kaoru |
The Structural Design of a 30 Meter Steel Cantilever Structure |
130-137 |
| Kulas, Christian |
Economical and Ecological Analysis of a Pedestrian Bridge made of Textile-Reinforced Concrete |
1858-1865 |
| Kużawa, Mieszko |
Experimental verification of numerical models of a long-span cable-stayed bridge over the Odra River in Wrocław |
1204-1211 |
| Kwak, Younghak |
Aerodynamic Characteristics of the PCT Girder Bridge under Construction by Free Cantilever Method |
779-786 |
| Lam, Huy |
Penang Bridge Stay Cable Replacement |
1536-1543 |
| Lee, Cheol-Ho |
Local Bucklingand Inelastic behaviour of Flexural Members Fabricated from 800MPa Tensile-Strength Steel |
2142-2149 |
| Lee, Chi Dong |
Framed structure enhanced PSC girder design of Seohae viaduct |
1842-1849 |
| Lee, Heui |
Design of cut-and-cover tunnel in seismically-active urban area: Presidio Parkway Replacement Project |
162-171 |
| Lee, Jin Ho |
Earthquake Response Analysis Model of Offshore Bridge Piers Considering Fluid-Structure-Soil Interaction |
1251-1258 |
| Lee, Jung Hun |
A Study to Evaluate Performance Characteristic of Thin Layer Pavements for Long-Span Orthotropic Steel Bridge |
2088-2095 |
| Lee, Jung sang |
The Gravel bedding for a foundation of the Busan-Geoje Immersed Tunnel |
681-685 |
| Lee, Jung-Han |
Hwayang Concrete Cable-Stayed Bridge with 500m main span |
827-834 |
| Lee, Jungwhee |
Experimental and numerical analysis on dynamic responses of UHPC cable-stayed pedestrian bridge |
2038-2044 |
| Lee, Kuen-Bae |
Development of a Web-based Distributed Computing Platform and Its Application in Evaluating Flutter Onset Velocity |
562-569 |
| Lee, Minjae |
Yi Sun-sin Bridge: Influence of the Lateral Rigidity of the Main Cable on the Cable Bands and Wrapping Wire |
288-295 |
| Lee, Myeong-jae |
Yi Sun-sin Bridge - Design of the long span suspension bridge with streamlined twin box girder |
238-247 |
| Lee, Sanghoon |
A Practical Fog Detection and Dissipating System for the Preventing Fog Hazards of the Long-Span Bridge |
1735-1741 |
| Lee, Sanghyun |
Practical Application of Mass Type Damper for Wind-Induced Vibration Control of Super-Tall Buildings |
446-451 |
| Lee, Seong-Cheol |
Constitutive Models for Steel Fibre Reinforced Concrete Members |
230-237 |
| Lee, Seungho |
Bridge Spanning Up to 2800m |
1134-1140 |
| Lee, Seungho |
Yi Sun-sin Bridge: High Speed Wind Tunnel Tests of Twin Box Girder |
258-264 |
| Lee, Sung Woo |
GFRP Composite Decks with Snap-fit Connections for Pedestrian Bridges in Korea |
123-129 |
| Lee, Sungsu |
A Statistical Approach to Long-Span Bridge Usability Assessment |
1679-1686 |
| Leem, Kyoung-hoon |
Geometry Control of Mokpo Cable Stayed Bridge: Dimension Based Control |
1898-1905 |
| Li, Chuanxi |
Reasonable Construction Procedures and Control Methods for a Concrete-Filled Steel Tube Arch Bridge Erected with Low Buckle Towers |
1810-1817 |
| Li, Guo Ming |
Construction Supervion and Control of Double-Walled Steel Cofferdam for Xin Zao Extra-large Pearl River Bridge |
1781-1788 |
| Li, Qiao |
Adaptive Geometrical Construction Control Method of Super Long Span Cable Stayed Bridges |
327-335 |
| Lim, Jeong-Hyun |
Probabilistic Load Model for Ship-Bridge Collision Using Monte Carlo Simulation |
76-83 |
| Liu, Chao |
Construction control of an urban space steel arch bridge with double cable planes |
381-388 |
| Liu, Lihua |
Smart bridge cable integrated with Fiber Bragg Grating sensors |
1742-1749 |
| Liu, Xiaoguang |
The Key Technique Development of Fatigue Researches on Steel Bridges and Its New Achievements in China |
1675-1678 |
| Lorea, Ana |
Innovative materials for the Fifth Bridge in San Sebastian, Spain |
501-507 |
| Lozano-Galant, Jose |
Construction of Cable-Stayed Bridges Built on Temporary Supports |
835-841 |
| LU, Xilin |
Recent Study on Seismic Performance and Response Control of Tall Buildings |
44-52 |
| Maneetes, Hathairat |
Formulation of Long-Term Sustainable Bridge Maintenance Plan for the Department of Rural Roads Bridges in Thailand |
1452-1459 |
| Matos, Jose Campose |
A Probabilistic Assessment Methodology for Life Cycle Analysis of Structures |
100-107 |
| Matsumoto, Masato |
Innovative Bridge Assessment Methods using Image Processing and Infrared Thermography Technology |
1181-1188 |
| Matsuoka, Kodai |
Vibration Properties of 24 old Railway Bridges of Same Structure |
1702-1709 |
| McCormick, Fergus |
Buckling of complex, steel structures: City of Manchester Stadium, Barcelona Bullring, BA London Eye, 2012 London Olympic Stadium, Aviva Stadium, Infinity Footbridge |
138-145 |
| McFadyen, Neil |
West Gate Bridge Strengthening Project - The Strengthening of Bolted Splices and the use of Torshear Type Bolts |
887-894 |
| Meier, Urs |
Carbon Fibre Reinforced Polymers in Bridge Engineering |
180-187 |
| Mekjavić, Ivana |
Monitoring of Bridges Based on Vibration Frequencies |
605-609 |
| Mendez, Carlos |
Design, Full-scale Testing and CE Certification of Seismic Isolators According to the European Norm EN 15129 |
1694-1701 |
| Mensinger, Martin |
Sustainability assessment of road bridges |
1173-1180 |
| Miao, Changqing |
Temperature Effect of Flat Steel Box Girder in Suspension Bridge |
1380-1388 |
| Miyashita, Takeshi |
Shear Buckling Test and Prediction of Shear Load-carrying Capacity for Steel Girder Bonded CFRP on Its Web |
214-221 |
| Montens, Serge |
Moolchand extradosed bridge for Delhi metro |
1890-1897 |
| Moon, Jonghoon |
Yi Sun-sin Bridge: Several Unique Features on the Cable Erection Procedure |
280-287 |
| Morgenthal, Guido |
The Application of Smartphones in Bridge Inspection and Monitoring |
610-618 |
| Morgenthal, Guido |
Bamboo-concrete Composite Slabs |
1057-1064 |
| Murphy, Chris |
West Gate Bridge Strengthening Project - Strengthening of the Main Cable Stayed Bridge |
879-886 |
| Murphy, Chris |
West Gate Bridge Strengthening Project - The Development of Novel Stiffened Panel Solutions |
895-902 |
| Nagy, Wim |
An alternative approach of fatigue life predictions in orthotropic steel bridge decks |
988-995 |
| Nakajima, Akinori |
A Study on Shear Resistance of Perfobond Strip by Using Simple Push-out Specimen |
951-958 |
| Nasini, Augusto |
RAINBOW Footbridge |
492-500 |
| Nassif, Hani |
Recent Developments in the Design and Construction of Integral Bridges |
1288-1295 |
| Noh, Jae Geun |
Numerical Computations for Aerodynamic Forces on Triangular Sections |
555-561 |
| Nowak, Andrzej S. |
WIM-Based Live Load Models for Highway Bridges |
68-75 |
| O''Neill, Ken |
ANZAC Bridge Maintenance Project |
1468-1475 |
| Ogawa, Atsushi |
Design Concept of Steel-Concrete Composite Slab Using an Adhesive |
1605-1610 |
| Oh, Chang Kook |
Investigation of Actual Wheel Load Distribution and Its Practical Implication for Design |
54-59 |
| Oh, Seung-Taek |
A study on the target 2D tracking analysis using digital image correlation at bridge deck wind tunnel test |
2127-2135 |
| Ohara, Kazuya |
Rapid replacement work on the Nishi-Meihan Expressway Miyuki Bridge |
365-372 |
| Onysyk, Hanna |
Analysis of the Temperature Changes in the Steel Structure of the Puławy Bridge over the Vistula River, Poland |
1687-1693 |
| Onysyk, Jerzy |
Shaping of Multi-Span Concrete Viaducts in Urban Areas |
350-356 |
| Oreta, Andres Winston |
Deriving Optimum Mix Designs for High – Strength Concrete using Genetic Algorithms |
1935-1942 |
| Orr, John |
Design of innovative fabric formed beams in shear |
1041-1048 |
| Osborn, Andrew E. N. |
Latest Developments in QC for Bond of Prestressing Steel to Concrete |
740-748 |
| Ozola, Lilita |
Study for improvements in design codes of timber structures regarding developments in time |
1303-1310 |
| Paik, Inyeol |
Design Life and Reliability-based Design Concept for Long-Span Cable-Supported Bridge |
1104-1111 |
| Pan, Chao |
Fundamental Study on Arrangement of Bolted Patch Plate for Repairing Fatigue Crack |
1522-1527 |
| Park, Chan Min |
Design Guidelines for Cable System of Long Span Bridges |
1120-1126 |
| Park, Hong Gun |
Performance of Shear Connectors in Concrete Mega Column-to-Steel Beam Connection |
484-491 |
| Park, JaeHyoung |
The Design and Construction of Nak-Dong River Bridge |
1789-1797 |
| Park, Jang-Ho |
Development of Sensor Embedded Oil Damper for Structural Control System |
2104-2110 |
| Park, Se-Jun |
A Study on Thermal Behaviour of Tube Structures for Super-speed Tube Railway System |
1920-1926 |
| Park, Sung Yong |
Development of Precast FRP-Concrete Composite Deck for Cable-Stayed Bridge |
2082-2087 |
| Pekoll, Oskar-H. |
The impossible becomes possible - an infrastructure project |
154-161 |
| Peng, Tianbo |
Scaled Model Design and Verification of Shaking Table Test of Taizhou Changjiang Highway Bridge |
1371-1379 |
| Peng, Xue |
Finite Element Analysis on the Mechanical Behaviour of High Strength Bolted Friction Type Joint with Filler Plate |
1635-1642 |
| Pirringer, Stephan |
Approach for sustainable, small formatted Metal-Concrete-Composite-Slabs |
2111-2118 |
| Platt, Alan |
West Gate Bridge – Conquering the Logistical Challenges |
903-910 |
| Polymenakos, Dimi |
West Gate Bridge Strengthening Project - Ongoing Operation and Maintenance Strategies |
911-918 |
| Pompeu-Santos, Silvino |
Tunnels for High-Speed Railway Lines Based on the TMG Concept |
146-153 |
| Qadir, Wasim |
Bridge barriers in relation to the crash testing standards |
1659-1666 |
| Radic, Jure |
Sustainable Large Arch Bridge Maintenance through Inspections, Assessments, Monitoring, Repairs and Service Life Modelling |
619-626 |
| Randl, Norbert |
Research on Post-Installed Reinforcement for Structural Retrofitting |
1508-1513 |
| Randl, Norbert |
Static and Fatigue Testing of High Performance Concrete Members |
935-942 |
| Ranzi, Gianluca |
An experimental study on the service and ultimate behaviour of post-tensioned composite slabs |
701-708 |
| Razzaq, Muhammad Kashif |
Seismic Response Prediction of Base Isolated Multi-Span Highway Bridge With Different Modeling Techniques for Lead Rubber Bearings. |
1227-1234 |
| Reissen, Karin |
Shear Capacity of Reinforced Concrete Slabs under Concentrated Loads |
966-973 |
| Rizzo, Fabio |
Hyperbolic paraboloid roofs with elliptical plane shape |
547-554 |
| Robinson, Spencer |
Tower 114 of the King Abdullah Financial District: Analysis and Design for In- plane Forces |
1327-1334 |
| Rombach, Günter |
Resistance of Concrete Members without Stirrups to Fatigue Loads |
919-926 |
| Ruan, Jing |
Research on the bearing capability of the middle tower caisson foundation of Taizhou bridge |
1365-1370 |
| Sánchez, Abraham |
Vortex-induced vertical vibrations on twin box sections |
787-794 |
| Savioz, Pascal |
Challenges and solutions for expansion joints on super long span bridges |
1643-1650 |
| Seitz, Peter |
Communication Concepts for Handling Projects More Efficiently |
116-122 |
| Seong, Taek-Ryong |
Establishment of Cable Performance Qualification System |
1404-1409 |
| Shen, Ruili |
The Study and Application on Girder-Conveying By Track Cable Method for Stiffening Girder of Long-Span Suspension Bridge |
310-317 |
| Shim, Chang-Su |
Structural performance of precast segmental composite pier cap |
1988-1993 |
| Shin, Soobong |
Dynamic Response of Concrete Cable-Stayed Bridges due to Cable Rupture |
1590-1596 |
| Sieber, Lars |
Assessment methods for historical mild steel structures |
1196-1203 |
| Siebert, Barbara |
Building integrated Photovoltaics |
1065-1072 |
| Siebert, Geralt |
New design code for glass structures |
1319-1326 |
| Siringoringo, Dionysius M. |
Seismic Response Analysis of an Instrumented Base-Isolated Building in the 2011 Great East-Japan Earthquake |
422-428 |
| Sivaleepunth, Chunyakom |
Shear Behavior of RC Beams Using Ultra High Strength Fiber Reinforced Concrete Precast Formworks |
222-229 |
| Sobrino, Juan |
Innovative Concept for the Steel Bridge over the Ter River in Girona, Spain |
508-515 |
| Song, Lijia |
Stability Analysis on Middle Steel Pylon of Taizhou Yangtze River Bridge |
1850-1857 |
| Spuler, Thomas |
Assessment of bridge structural performance using advanced SHM systems |
398-405 |
| Spuler, Thomas |
Life-cycle considerations in the selection and use of bridge expansion joints |
1651-1658 |
| Stael, Dries |
Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening |
1004-1011 |
| Stipanic, Bratislav |
Sava Bridge Project – Accelerated Design-Build Realization |
373-380 |
| Straupe, Verners |
Cable-Stayed Bridge Elements Lifetime Optimization Model |
1582-1589 |
| Sun, Shouwang |
Statistical Traffic Load Model Based on Weight in Motion Monitoring for Bridge Safety Assessment |
60-67 |
| Tan, Kim Leong |
Sustainability Design for Raft & Piled-Raft Foundations – |
1080-1087 |
| Tang, Man-Chung |
Innovation |
1283-1287 |
| Teo, Wee |
Evaluation of Optimised Truss Models for FRP Shear Strengthened RC Beams |
204-213 |
| Terada, Ryuichi |
The development of a structural design method in the pile-head seismic isolation approach based on static horizontal load tests |
1267-1282 |
| Teworte, Frederik |
Fatigue of Prestressed Concrete Beams with low Shear Reinforcement Ratios – Experimental Investigations |
943-950 |
| Tong Tran, Tung |
Sand concrete using fine sand to build roads in central provinces of Vietnam |
2017-2024 |
| Tonnesen, Michael |
Structural Design of the Busan-Geoje Immersed Tunnel |
686-692 |
| Tsavdaridis, Konstantinos Daniel |
Detailed Study of Perforated Beams with Closely Spaced Novel Web Openings |
996-1003 |
| Vákár, László |
Cold-bent laminated glass and steel canopy for a bus station next to Amsterdam Central Station |
172-179 |
| Van Bogaert, Philippe |
Buckling Resistance of Steel Curved Bridge Girder Webs |
980-987 |
| Vergoossen, Rob |
Diagnosis of Risk on structural failure for deteriorated bridge beams |
1159-1164 |
| Wang, Dalei |
Wind-resistant study on the steel middle pylon of Taizhou Yangtze River Bridge |
765-770 |
| Wassef, Wagdy |
Repair of Alkali-Silica Reaction Damage in a Massive Arch Skewback |
1500-1507 |
| Wehbe, Nadim |
Prestressed SCC Bridge Girders under Monotonic and Fatigue Loading |
927-934 |
| Wenzel, Helmut |
Long Term Cross Asset Management of Highway Infrastructure |
1436-1443 |
| Williams, Grahme |
West Gate Bridge: A Case Study on the Use of Carbon Fibre |
871-878 |
| Wu, Peng |
Vibration Mitigation of Stay Cable using Optimally Tuned MR damper based on Frictional Equivalent Model |
1866-1873 |
| Xia, Zheng Zhi |
Application of Incremental Method in Design & Construction of Steel Sheet-Pile Cofferdam |
1766-1772 |
| Xu, Dong |
Application of Spatial Grid Model in Structural Analysis of Concrete Box Girder Bridges |
2009-2016 |
| Yamaguchi, Shin |
The construction of the double-deck system consisted of new railway deck and existing Shinkansen viaduct in urban area |
344-349 |
| Yanagisawa, Norifumi |
Fire Protection Panel for Bridges |
1484-1491 |
| Yang, Yong Xin |
Vortex-induced Vibration and Aerodynamic Countermeasures for Long-span Cable-supported Bridges with Twin Box Girder |
771-778 |
| Yeung, Ngai |
Aerodynamic Challenges and Solutions of Ultra Long Span Cable Stayed Bridges |
532-539 |
| Yi, Dutao |
Schematic Design of Pan-pipes Shape Pylon for Long-span Bridges |
1805-1809 |
| Yoo, Hoon |
Experimental Study on Prefabricated Parallel Wire Strands for Main Cables in Suspension Bridges |
1389-1395 |
| Yoon, Woo-Suk |
Seismic Performance Evaluation of Twisted Braced Tube Systems |
468-475 |
| Youm, Kwangsoo |
Development of Green Concrete Containing Ternary High Volume SCMs and its In-situ Application |
1073-1079 |
| Yu, Wonjin |
Design and Construction of Wando Grand Bridge in Korea |
1994-1999 |
| Zandonini, Riccardo |
Extending the life of old infrastructure systems: the problem of overweight traffic management |
1444-1451 |
| Zhan, Hao |
Flutter stability studies of long span suspension bridge by CFD numerical simulation |
795-802 |
| Zhan, Hao |
Self-adaptive fairing of steel box girder design and studies of flutter stability by CFD numerical simulation |
1972-1979 |
| Zhang, Yang |
Study of Vertical Prestress Loss in Concrete Box Girder Webs with Twice-tension Strand Technique |
1943-1950 |
| Zhang, Yufeng |
Magnetostrictive Guided-Wave Technology for Inspection of Cable Supported Bridges |
1212-1221 |
| Zhao, Yibin |
Study on Temperature effect of Single Expansion Joint Bridge |
1619-1626 |
| Zheng, Shuangjie |
Prestress Effect of Composite Girder Bridge with Corrugated Steel Webs |
1018-1024 |
| Zhu, Mengya |
Key Technology of Middle Pylon Design in Three-Pylon Multi-span Suspension Bridge |
1335-1341 |
| ZORDAN, Tobia |
Sustainable Conceptual Design of Structures between Form Finding and Free Form Design: The Ruled Freedom |
6-28 |
| Źółtowski, Krzysztof |
Roof over PGE Arena in Gdansk. Review of structure and monitoring system |
627-634 |
