| ABDELKHALIK, Amr |
Experimental Investigation of the Punching Shear Behaviour of RC Slab-Column Connections Under Seismic Loading |
403-410 |
| ACHS, Günther |
Innovative Ballast-less Track System for Urban Areas |
1062-1069 |
| AL-KROOM, Hussein Faisal |
3D Non-Linear Model Describing the Behaviour of Peripheral High Capacity Saw-Tooth Connectors Subjected to Compressive Load |
1013-1020 |
| ALSANAD, Shaikha |
Mega Challenge for Mega Project : Stakeholder’s Perspective. |
68-74 |
| ANBARASAN, G. Irusan |
Efficient and Economical Structural System in the form of Inverted-T Pier Crosshead and Deck Slab Continuity for Beam and Slab Bridges As Adopted in DUKE 2 Project in Malaysia |
227-231 |
| ANCICH, Eric |
Review of the Most Common Repair Techniques for Reinforced Concrete Structures in Coastal Areas |
370-377 |
| ANCICH, Eric |
Technical risks to major infrastructure development |
54-67 |
| AßMUS, Elisabeth |
Photobioreactor Facade Elements - From Concept to Prototype |
875-881 |
| AVELLAN, Kari Christer |
Massive wood elements and modular housing technology as innovative building concept of sustainable urban planning |
1085-1090 |
| BAANDRUP, Mads |
Structural topology optimization of bridge girders in cable supported bridges |
975-982 |
| BANCE, Andrew |
Doha New Orbital Highway project, Junction 7 Existing Bridge Widening |
669-676 |
| BASKARAN, S |
Opportunities and Challenges of Traffic Dispersal Structures in KL and the Periphery |
661-668 |
| Beveridge ANDERSON, John Robert |
Design and Development of the Msikaba and Mtentu River Bridges |
497-504 |
| BHOWMICK, Alok |
Challenges in Design & Construction of Elevated Grade Separators with Wide Deck & Single Central Pier, in urban areas. |
219-226 |
| C ONGPENG, Jason Maximino |
Air-coupled Nonlinear Ultrasonic Test for Reinforced Concrete Beams |
992-997 |
| C ORETA, Andres Winston |
Strength Properties and Microscopic Observations of Concrete with Plastic Wastes as Partial Aggregate Substitute |
360-367 |
| CALATOZZO, Erica |
Effects of high speed trains on bridges |
526-533 |
| CAPACCI, Luca |
Effects of Structural Deterioration and Infrastructure Upgrading on the Life-cycle Seismic Resilience of Bridge Networks |
340-347 |
| CHONG, Seng Shia |
The durability of Finger Type expansion joints for Penang Second Bridge with Comparison studies based on expansion joints for bridges in Malaysia & around the world |
720-725 |
| CHOONG, Kok Keong |
Double Layer Space Frame for Setia SPICE Convention Center |
587-592 |
| CHUA, Yie Sue |
High-rise Modular Buildings for Rapid Urbanisation |
780-782 |
| COOPER, Thomas |
Bridges to Prosperity Llapallapani Suspension Pedestrian Bridge, Llapallapani, Bolivia |
252-258 |
| Dai, Gonglian |
Experimental Study on the Dynamic Deformation of Simply Supported Beam in Chinese High-speed Railway |
637-643 |
| DEAN, Sean |
Helping Gasiza have a bridge for generations to come |
232-233 |
| DEWANJEE, Biswanath |
Challenge in Tunnelling for Kolkata East West Metro – Passage of underground twin tunnels in the vicinity of Brabourne Road Flyover |
822-829 |
| DIPING, Li |
Innovation design of a ballastless cable-stayed bridge with main span of 300m in high-speed railway |
534-541 |
| DUPLEIX, Joakim |
Bach Dang cable-stayed bridge – Underslung form traveller |
969-974 |
| DURAND, Paul-Emile |
Design of the viaducts for the Line 3 of the Riyadh Metro LRT in Saudi Arabia |
291-298 |
| EUSOFE, Zarulazam |
Large Scale Infrastructure Project Implementation in Malaysia. A Case Study – Metropolitan Highways in Klang Valley: Damansara-Shah Alam Elevated Highway (DASH) |
685-692 |
| FARMER, Neil Stephen |
Digitally enabling design for manufacture, assembly and maintenance of bridges |
307-314 |
| FELICIANGELI, Dario |
Fully Stress Laminated Timber Bridge |
127-134 |
| GANENDRA, Dennis |
Planning, Design and Construction of Elevated Guideway of Kelana Jaya (KLJ LRT) Extension Project and Challenges & Lessons Learnt |
259-266 |
| GAUVREAU, Paul |
Economy and Elegance in Bridge Design: The Beauty of Practical Objects that Do Their Job Well |
151-158 |
| GEORGIEV, Vasil Georgiev |
Structural, technological and Aesthetical Considerations for the Detailing of Steel Tubular Joints |
167-174 |
| GUENTHER, Peter |
Pro Value of state of the art Bridge Bearings and Expansion Joint Solutions |
183-190 |
| GUO, Yutao |
The application of steel-concrete-steel composite structures in immersed tunnels |
845-852 |
| GUPTA, TANMAY |
Structural Response of Skew-Curved Concrete Box-Girder Bridges under Eccentric Vehicular Loading |
1021-1028 |
| HAMADA, Yuki |
Intermediate seismic isolation ultra high－rise office building integrated with historical building |
783-790 |
| HAO, Shuo |
Application of Aerogel in Building Energy-saving |
1052-1055 |
| HASSAN, Waqar |
The Seismic Performance Evaluation of RC High-rise Buildings Designed to Various Building Codes |
427-434 |
| HEWSON, Nigel |
Klang Valley MRT Viaduct Structural Design Development |
806-813 |
| HUI, luo |
Beauty Create the World |
175-182 |
| HUSSAIN, Naeem |
Brunei Temburong Link |
47-53 |
| IIDA, Tomohiro |
Rebuilding of Tokyo’s SUITENGU shrine |
443-450 |
| INABA, Toru |
Deformation Capacity of Web Perforated H-Shaped Beams |
474-481 |
| ISLAMI, Kleidi |
Integration of SHM at an early stage in the design and construction of long-span bridges |
701-708 |
| ISMAIL, Mohamed Taib |
The Second Penang Bridge Project: Planning, Design, Construction and Maintenance |
19-28 |
| JAVANMARDI, Ahad |
Seismic Pounding Mitigation of an Existing Cable-Stayed Bridge Using Metallic Dampers |
617-623 |
| JENA, Parthasarathi |
Evaluation of the innovative Bridge Concepts for the Extreme Norwegian Fjord Crossings |
907-908 |
| JIANG, Chao |
Fatigue Performance of Pre-Corroded Bridge Wires |
962-968 |
| JIN, Fei |
Lancang River Railway Arch Bridge with stiffened skeleton of Concrete-filled Steel Tubes |
940-945 |
| JIN, Yanjun |
Configuration Design of Viaduct Pier in Urban Highway |
393-400 |
| JING-YUAN, Bai |
Application status and developing foreground of CRTS Ⅲ ballastless track |
632-636 |
| JONES, V |
The realisation of the 6.2km long Padma Multipurpose Road and Rail Bridge in Bangladesh |
652-660 |
| KADBHANE, Digambar J |
A Case Study of Failure of Pile Bore at Bridge Construction Project, Agra-Lucknow Expressway, India |
899-904 |
| KAWAI, Yoshimichi |
Shear Resistance Mechanisms on High-Panelized Steel Sheet Walls with Burring Holes |
466-473 |
| KIM, Chunghyeon |
Behavior of Reinforced Concrete Panels by Impact of Hard Projectile |
990-991 |
| KUMAR, Sashi |
Design & Construction of the Prai Swing Bridge |
905-906 |
| KUSHIMA, Soichiro |
Structural Planning for Tall Damped Building with Irregularly-Shaped Plan and Elevation |
1005-1012 |
| LAI, Fook Chuan |
Sustainable Ultra High Performance Cementitious For Rapid Urbanization and Carbon Neutral Mega Construction Projects |
746-756 |
| LEE, Hohsing |
Precast Segmental Aerial Guideway for Honolulu Rail Transit Corridor Project |
283-290 |
| LEE, Joo-Hyung |
Behavior of Reinforced Concrete Beams with 700 MPa High-Strength Reinforcement – Flexure and Serviceability |
368-369 |
| LI, Guilin |
Partial cable-stayed bridge in the application of heavy haul railway |
513-520 |
| LIM, Yi Shan |
Managing Wind-driven Rain to Improve the Performance of Outdoor Spaces |
1056-1061 |
| LIMSUWAN, Ekasit |
Precast Industry Contributed toward Green Construction |
861-866 |
| LIN, Weiwei |
Mechanical Behaviour of Steel-Concrete Twin I-Girder Bridges |
1077-1084 |
| LIN, Weiwei |
Study on Steel-Concrete Composite Beams under Pure Negative Bending and Combined Negative Bending and Torsion |
103-110 |
| LIU, Bo |
Design and Construction of Beipanjiang Bridge |
505-512 |
| LIU, Cheng |
Thermal Simulation on the Flat Steel Box Girder of the Maputo Bridge under Solar Radiation |
555-562 |
| LIU, Sumei |
Experimental study on shear behavior of curved box girders with corrugated steel webs |
88-94 |
| LOW, Hin Foo |
A Review on Prestressed Transfer Plate Analysis and Design |
1037-1044 |
| MARIAPPAN, Saravanan |
Way Forward for Construction Industry with Active Participation in Carbon Footprint Reduction for Sustainable Development using Geosynthetics |
882-888 |
| MAURIS, Georges |
Optimizing structure and mitigating risks for lead rubber bearings: application on Jakarta Light Rail Transit (LRT) |
814-819 |
| NAIDU, Kribanandan GURUSAMY |
A Rational Approach to Life Cycle Design for Infrastructure Developments in Malaysia |
315-322 |
| NAIDU, Kribanandan GURUSAMY |
Innovative Upgrading of Heritage Buildings: Structural Case Studies |
435-442 |
| NAIDU, Kribanandan GURUSAMY |
Mega High Rise Buildings – Strength and E-modulus limits for High Performance Concrete in Malaysia. |
765-772 |
| NETHERCOT, David A |
Do Structural Codes Stifle Creativity? |
9-18 |
| NIKBAKHT, Ehsan |
Lateral Behaviour of PT Segmental Bridge Columns with Ultra High Strength Concrete (UHSC) |
732-735 |
| OKAMURA, Shoko |
Method of Designing a Plate-like Ultra High-rise Building |
757-764 |
| ONG, Chong Yong |
Design and Construction of Triple-Span Precast Concrete Open Spandrel Arch Bridge |
925-932 |
| ONG, Chong Yong |
Full Scale Load Test of A 20m Span Precast Concrete Closed Spandrel Arch Bridge System With Corrugated Section |
933-939 |
| OOI, Shu Tat |
Hybrid Launching Gantry for the Construction of Span by Span Precast Segmental Bridge |
211-218 |
| PACHECO, Pedro |
Construction of 90m multi-span viaducts with span by span – A New Possibility in Bridge Engineering |
203-210 |
| PAIK, Inyeol |
Statistical Investigation of Design Live Load by Applying WIM Data with Different Degree of Compliance with Truck Weight Limit |
820-821 |
| PATEL, Jitendra |
Bridging the gap: enabling lower carbon footprint and creating economic value from application of modern high strength niobium steels |
867-874 |
| PAYAM, Shafigh |
Structural Lightweight Aggregate Concrete and Its Applications |
1091-1092 |
| PEDERSEN, Nikolaj Rask |
Challenges and innovation in large-scale infrastructure projects – the WHSD project |
378-385 |
| PEREIRA, Neryvaldo Galvão |
Human Errors and Corresponding Risks in Reinforced Concrete Bridges |
323-329 |
| PUKL, Radomír |
Towards nonlinear reliability assessment of concrete transport structures |
330-337 |
| PURUSHOTHAMA, Chaithra |
Seismic Behaviour of Six-Storied RC Residential Structure with Existing LLRS |
411-418 |
| PUVVADA, Srinivas |
Design & Construction of Duta – Ulu Kelang Expressway (DUKE Ph2) – Tun Razak Link (TRL) in Kuala Lumpur |
677-684 |
| PUVVADA, Srinivas |
Design & Construction of Setiawangsa – Pantai Expressway (SPE - DUKE Ph3) – Section 3 from Pandan to Setiawangsa in Kuala Lumpur |
644-651 |
| QIANG, Yaofeng |
Key Techniques Introduction to Maputo Bridge Steel Box Girders Construction |
542-549 |
| RAJA, Prabu |
Utilization of Existing Metro Rail Viaduct for Emergency and Personal Rapid Transit |
799-805 |
| RAPTOPOULOS, Sotos |
Design & Post Tensioning Application of Cement Silos |
998-1004 |
| REBIELAK, Janusz |
System of combined foundation as base for mega-structures |
75-80 |
| REINTJES, Karl-Heinz |
The Harbour Passage Bridge in Hamburg |
386-392 |
| ROY, BC |
The Kenyan Dream: Developing Concept of Nairobi MRTS |
275-282 |
| ROY, Sougata |
Design Guidelines for Bolted Single Support Bar Modular Bridge Joint Systems |
709-716 |
| SALLEH, ISMAIL MD |
Malaysian Highways Infrastructure – Vision 2050 & Challenges Ahead in Coming Decades |
1-8 |
| SANTOS, Carlos |
Viaduct in the Highway Siervo de la Nación |
338-339 |
| SAVIOZ, Pascal |
Advanced bridge pot bearing technologies with a special focus on railway applications |
199-200 |
| SAVIOZ, Pascal |
Next-generation flexible plug expansion joints |
693-700 |
| SAVIOZ, Pascal |
Performance of modular expansion joints under strong ground motions |
191-198 |
| SAVIOZ, Pascal |
Replacement of bridge expansion joints: challenges and solutions |
201-202 |
| SCHLADITZ, Frank |
Carbon reinforced concrete in construction practice |
348-355 |
| SCHLAICH, Mike |
Bridge Design for India - from Kolkata to New Delhi |
39-46 |
| SENA-CRUZ, José |
Behaviour of metallic anchorage plates for prestressing CFRP laminates under room and elevated temperatures |
111-118 |
| SHAIKH, Mohammed Adil |
Mumbai Metro Line 2A – Challenges in Design and Execution |
299-306 |
| SHEIKH, Shamim Ahmed |
Corrosion-resistant Reinforced Concrete Columns |
946-953 |
| SHEN, Gang |
Study on the corrosion experiment of concrete under different stress conditions |
954-961 |
| SHINNO, Takahiro |
Development of retrofitting method against fatigue cracks in orthotropic steel deck stiffened by trough ribs |
482-488 |
| SHIRAVAND, Mahmoud Reza |
Seismic behavior of Skew RC Bridges with CFRP piers |
119-126 |
| SHOGHIJAVAN, Mohammad |
Structural robustness of long-span cable-supported bridges segmented by zipper-stoppers to prevent progressive collapse |
593-600 |
| SIWOWSKI, Tomasz |
The all-composite road bridge – a proposal for rapid urbanisation |
95-102 |
| SOUGATA, Roy |
Standardized Manufacturable Steel Orthotropic Decks for Urban Bridges |
401-402 |
| SRIRAMA PRASAD, Rakesh MYSORE |
Smart Structures and Materials |
917-924 |
| STANFIELD, Robin Alan |
The Appraisal of Wind-Driven Rain within Open-Air Sport Venues |
1045-1051 |
| STOLL, Philippe |
Bridge Deck Waterproofing on Concrete |
717-719 |
| STROYMAN, Molly |
Integrated Engagement for Considered Infrastructure: Harmonising New with Old |
250-251 |
| SØYLAND, Ketil |
Making the world’s longest subsea tunnel sustainable |
830-837 |
| T. CHONG, Alecs K. |
Construction and Engineering of the Iconic West Kowloon Station Roof in Hong Kong |
563-570 |
| TAN, Cher Siang |
Structural Feasibility of ISO Shipping Containers for Core-dwelling Housing |
459-465 |
| TAN, Reignard |
Crack width calculation methods for large-scale concrete structures for the Ferry-Free E39 |
358-359 |
| TEO, Wee |
Retrofitting and Strengthening Interventions of RC Members Using Ultra High Performance Concrete (UHPC) |
726-731 |
| TIAN, Wei |
Study on correction of linear and internal force of steel box girder bridge based on Zero moment method |
550-554 |
| TIETZE, Matthias Rolf |
Future applications in Carbon reinforced concrete (CRC) |
356-357 |
| TIONG, Timothy |
Transitioning to Seismic Design |
419-426 |
| TOCZKIEWICZ, Robert |
Large Bridges Recently Built in Poland |
889-896 |
| TOWLER, Ian |
B2P Rutaka Footbridge – Improving Safety using Innovative Deck Pull Method |
242-249 |
| VERTATOVA, Eva |
Architecture of Roman Catholic Cathedrals and Basilicas in Developing Countries |
159-166 |
| VOON, Chet Chie |
Fast Tracking the Pulau Poh Cable-stayed Bridge |
601-608 |
| WANG, Kangjian |
Structure and Performance Characteristics of Curved Box Girders with Corrugated Steel Webs |
81-87 |
| WANG, Zhen |
Cyclic Behavior of Precast Segmental UHPFRC Bridge Columns with Replaceable Damage-Concentrated Elements |
736-743 |
| WEBB, John |
5 Martin Place Sydney |
571-578 |
| WEN, Wangqing |
Study on A New Type of Deck Applied to Four-lines Railway Cable- stayed Bridge with Wide Truss Stiffening Girder |
983-989 |
| WHITTAM, Johannes |
Appropriate approaches to Health, Safety and Welfare during footbridge construction in developing countries |
234-241 |
| WIROJJANAPIROM, Puvanai |
Design of Segmental Precast Portal Frame for Red Line Mass Transit System in Bangkok |
267-274 |
| WOJNARSKI, Lukasz |
Kampala Flyovers – Structural Technical Review |
897-898 |
| WONG, ChongLing |
KVMRT Challenges – Elevated Viaducts and Station Structures |
791-798 |
| WU, Lin |
The Vertical and Horizontal Displacements of Cross-river Twin-tunnels Surroundings Induced by Tunneling |
838-844 |
| WU, Qi |
A semi-analytical method for dynamic responses of cantilever plates under moving loads |
1029-1036 |
| XIAO, Congzhen |
Case study on comparison between Chinese and American design of high-rise RC frame-core-tube structure |
29-38 |
| XIAO, Keli |
Prefabricated Box Girder with Ultra High Performance Concrete |
744-745 |
| XIAO, Keli |
The Scheme Design of ‘Bi-Speed Bicycle Viaduct’ Demonstration Line |
909-916 |
| YAMADA, Tatsuya |
The new large space frame - TAMA-SUDARE |
579-586 |
| YAMAZAKI, Kenji |
Proposal for New Beam-End Connection with Rib Plates inside Steel Panel zone of Beam-to-Column Joints |
489-496 |
| YAMAZAKI, Ryohei |
Reinforcement of old masonry by new structure |
451-458 |
| YAN, Bin |
Loading steps in analyzing the interaction between the tied arch continuous bridge and multiple tracks |
624-631 |
| YIP, Sammy |
Temburong Link – design of cable stayed bridges against extreme loading conditions |
609-616 |
| ZENG, Jiahua |
Design of Sea-Crossing High-Speed Railway Steel-Concrete Composite Box Girder Cable-Stayed Bridge |
521-525 |
| ZHANG, Dexiang |
Hong Kong Underground Space Development and its Enlightenment for the Mainland |
853-860 |
| ZHANG, Fei |
Experimental Study on Hybrid Masonry Structure with RC Frame under Lateral Reversed Cyclic Loading |
135-142 |
| ZHAO, Xin |
Descending Order Reversely Constrained Optimal Design Method for Tall Building Structures under Wind Loading and Earthquake action |
773-779 |
| ZHUO, Yi |
Research on the automatic tension control and management integrated system of railway prestressed concrete beam |
143-150 |
| ZOBEL, Henryk Ludwik |
Application of Synthetic Wood Sleepers on Double Deck Steel Truss Bridge |
1070-1076 |
