| Achermann, Marcel |
New Buildings Influenced by Existing Subway Tunnels on Five Examples |
104-105 |
| Adey, Bryan |
A Method to Evaluate Road Link Vulnerability |
106-107 |
| Albrecht, Nils |
New architectural design of glass-steel-composite structures using innovative laser cutting and joining processes |
440-441 |
| Albrecht, Uwe |
Structural Safety and Reliability of Post-Tensioned Floor-Slabs |
302-303 |
| Alimchandani, Abhin C |
Bioclimatic Design in the Inner City – Strategies for Corporate Buildings |
100-101 |
| Alvarsson, Yngve |
Improved Quality Of Concrete Surfaces by a Vertical Compaction |
442-443 |
| Anderheggen, Edoardo |
A New Program for the Design of Cable-Stayed Bridges |
156-157 |
| Asfura, Alejandro P. |
Seismic Analysis of Equipment Mounted on Structures |
236-237 |
| Bargstädt, Hans-Joachim |
A Concept for Quality Assurance during the Construction Process by Self-Checking Device, Procedures and Guiding Controls on Site |
444-445 |
| Bargstädt, Hans-Joachim |
Unit-oriented tendering and estimation of buildings using data generated by the method of Integrated Product Lifecycle management (PLM/PDM) of buildings |
108-109 |
| Basler, M. |
Bridge Strengthening with Prestressted CFRP Plate Systems |
466-467 |
| Baumann, Hanns U. |
Recent Advancement in Tall Earthquake Resistant Structures |
304-305 |
| Bechtold, Martin |
Load carrying behaviour of cable clamps |
346-347 |
| Block, Carsten |
Active vibration isolation of structures with vibration sensitive equipment |
306-307 |
| Bob, Corneliu |
Repair and Renewal of Existing Structures in Seismic Zones |
492-493 |
| Bokhanova, Svetlana |
Temporary Live Loads on Artificial Structures |
240-241 |
| Braestrup, M. W. |
Constructing Durable Strait Crossings |
24-29 |
| Briseghella, Bruno |
Adjustable Deck Solutions for "Veneto Strade" Flyovers |
242-243 |
| Briseghella, Bruno |
A composite integral bridge in Trento, Italy: Design and Analysis |
238-239 |
| Bujňák, Ján |
Analysis and experimental studies of building glass facade |
348-349 |
| Buzzini, Davide |
Progressive Collapse of Buildings after Failure of a Story |
418-419 |
| Casas, Joan R. |
Structural Monitoring Systems Based On Fiber Optics State of the Art |
464-465 |
| Castrischer, Ulrich |
Prefabricated Hybrid Frame Bridges for Metropolitan Traffic Routes |
144-145 |
| Cauvin, Aldo |
Non linear analysis and design of externally prestressed beams |
350-351 |
| Chen, Bao-chun |
Recent Advances on Design Theory of CFST Arch Bridges |
244-245 |
| Chen, Ce |
Impact Protection Design of Ship Collision with Pier of Runyang Bridge |
246-247 |
| Chen, Changsong |
Construction Control Technique of Long-span Cable-stayed Bridge |
406-407 |
| Chen, Jianbin |
The Holistic Design and Analysis for an Out-of-Codes Tall Building Structure |
308-309 |
| Chen, Ming-Xian |
The Integer Design and Innovation Technology of Maocaojie Bridge |
248-249 |
| Chen, Tai-Cong |
A New Sequential Parameter Estimation Method for Segmental Construction Process and Its Application to Construction Practice of A Long-Span PC Cable-Stayed Bridge |
408-409 |
| Chen, Tao |
Experimental Study on Damage of Concrete Subjected to Repeated Loading after Exposure to Elevated Temperatures |
420-421 |
| Cheng, Shaohong |
Wind-induced Oscillation of an Inclined Circular Cylinder |
158-159 |
| Cheng, Xiaohua |
Fatigue Crack Inspection, Weld Repair and Post-Repair Fatigue Behavior of Stainless Steel Welded Components |
494-495 |
| Chung, Chul-Hun |
Experiments on Shear Connections of PSC Girders with Prefabricated Slabs |
410-411 |
| Chung, Paul |
Refined Seismic Design of a Bridge Structure on Soft Soils |
160-161 |
| Chung, Young Soo |
Curvature Ductility Enhancement of Earthquake-Damaged RC Bridge Piers with FRP Wraps |
250-251 |
| Clair, Robert |
Planning and Program Management of the New Cooper River Bridge |
64-65 |
| Clerico, Marina |
Environmental limit values for habitat and infrastructure works: the problem of the identification of parameters based on the exceptions to the law |
134-135 |
| Contaldo, Michale |
Bridge Assesment:A state of the Art Review of the Studies on Material and Elements degradation,products and techniques for repair and strengthening |
482-483 |
| Darwish, M. Nasser |
Environmental Considerations in Buildings Design |
110-111 |
| De Silva, K. S. P. |
Comparative Study – Health Research on Traffic Noise Pollution Vs. Technical Research on Traffic Noise Mitigation |
138-139 |
| de Wilde, Th.S. |
Metropolitan Habitat on Railway Infrastructure |
130-131 |
| Deng, Jun |
Maximum Interfacial Stresses in Beams Strengthened with Composite Plates |
310-311 |
| Diaz de León, Abraham |
Calibration of Vehicular Live Load Site Factors for Bridge Design |
180-181 |
| Dragomirescu, Elena |
Probabilistic Estimation of Safety Factors for Suspension Bridges |
92-93 |
| Dutoit, Daniel |
U shape prestressed concrete decks for LRT / MRT viaducts |
66-67 |
| Eibl, Stephan J. |
Development of Public-Private-Partnerships for Integrated Urban Infrastructures |
502-503 |
| Falbe-Hansen, Klaus |
Stonecutters Bridge – Detailed Design |
150-151 |
| Falkner, Horst |
Structures and Monitoring |
490-491 |
| Falkner, Horst |
TRANSRAPID – A High Speed Magnetically Levitated Train System |
422-423 |
| Fan, Zhong |
Structural Design of Large-Span Roof of Capital Museum's New Building |
312-313 |
| Fang, Qinhan |
Wuhu Double-Deck Cable-Stayed Bridge over the Yangtze River |
68-69 |
| Fang, Zhi |
Behaviors of Concrete Beam with CFRP Tendons and Steel Reinforcements |
424-425 |
| Fantana, Mario |
Fire resistance of steel columns with partial loss of fire protection |
352-353 |
| Feix, Jürgen |
The world–wide first commercial use of the Transrapid Development in Germany – Built by the Chinese |
112-113 |
| Feng, Peng |
A Large-Span Woven Web Suspension Roof System Made of High-Strength FRP |
426-427 |
| Firth, Ian |
Landmark Footbridges in the Urban Environment |
60-61 |
| Fleckenstein, Dieter |
Function and Aesthetics of the new Taipei Transit System |
132-133 |
| Fu, Gongkang |
Vehicle Traffic Loads and Bridge Network Renewal Requirements |
162-163 |
| Fumoto, Koichiro |
A Study on the Aerodynamic Characteristics of a New Type of Super Long Span Bridge |
254-255 |
| Geier, Roman |
Evolution of Stay Cable Monitoring Using Ambient Vibration |
468-469 |
| Gerold, Matthias |
Challenges in Timber Innovations in composite construction-connecting techniques-outlook |
428-429 |
| Ghodrati Amiri, Gholamreza |
Seismic Interaction of Wall and Frame in Tall Buildings |
344-345 |
| Ghoshal, Amitabha |
Elevated Transportation Structures for Old Metropolitan Habitats |
114-115 |
| Grace, Nabil F. |
Behavior of CFRP Prestressed Concrete Beam |
164-165 |
| Graubner, C.-A. |
A Prediction Method for Life Cycle Costs of Administration Buildings |
496-497 |
| Hatush, Zedan |
Cases of Early Thermal Crack Calculations in Hot Regions |
354-355 |
| Hegger, Josef |
Encased Composite Beams made of High Strength Steel and High Strength Concrete in Hogging Bending Zone |
296-297 |
| Hegger, Josef |
Textile Reinforcement within Self Compacting Concrete for Base Slabs |
430-431 |
| Hintze, Staffan |
Risk and system analysis model in geotechnical engineering – A tool for better understanding and decisions |
314-315 |
| Ho, Pui Ming |
Design and Construction Challenges of Keppel Road/Ayer Rajah Expressway Interchange in Singapore |
116-117 |
| Hoffmann, Gerd |
Product Innovation and Improved Performance of Concrete |
446-447 |
| Hossain, Imam |
Suspension Bridge Cable Replacement |
392-393 |
| Hou, Yincheng |
High Efficient Dehumidification System for Main Cables |
432-433 |
| Huang, Rong |
Dong Hai Bridge – Design and Construction |
146-147 |
| Huang, Rong |
Dong Hai Bridge – Design and Test of 10,000DWT Collision Protection for Piers on Main Navigational Channel |
256-257 |
| Huangfu, Xi |
Dong Hai Bridge – Wave Load Study for Low Pier Foundations of 70m Spans |
166-167 |
| Hui, Michael C. H. |
Full Aeroelastic Model Tests for Stonecutters Bridge |
168-169 |
| Hussain, Naeem |
Route 9 Highway between Tsing Yi and Ngong Shuen Chau, Hong Kong, China – Design and Construction |
70-71 |
| Inoue, Manabu |
Analytical Study and Design of Double Main Box-Girder Bridge with Sharp Curvature |
258-259 |
| Janjic, Dorian |
Consistent Numerical Model for Wind Buffeting Analysis of Long-Span Bridges |
170-171 |
| Jia, Junhui |
Durability of GFRP-Concrete Bonded Interfaces |
356-357 |
| Jiang, Jianping |
Design-Build in an Urban Environment: Crowchild Trail Improvement Project, Calgary, Canada |
358-359 |
| Jin, Chengdi |
Exploring Bridge Style & Improving Urban View |
72-73 |
| Jin, Xiaoqin |
New Technologies in China's First Jointless Integral-abutment Bridge |
172-173 |
| Kaicheng, Wu |
Design and Research of Gymnasium Structure in Zhejiang University |
382-383 |
| Kamaitis, Zenonas |
New Type of Communication Guyed Masts and Analysis of Its Behavior |
360-361 |
| Kind, Steffen |
Current Trends in Tall Building Construction |
414-415 |
| Kollegger, Johann |
Assessment of Concrete Structures Using Nonlinear Finite Element Analysis |
362-363 |
| Kolyushev, Igor |
Aerodynamic Study of the Neva Twin Cable-Stayed Bridge |
260-261 |
| Komnenovic, Milorad |
Rehabilitation of The Roof Structure at the Sports Center - 11 April, In Belgrade |
316-117 |
| Kott, Alexander |
Safety of laminated glass structures after initial failure |
434-435 |
| Kübler, Oliver |
Acceptance Criteria for the Design of High-Rise Buildings |
318-319 |
| Kuhlmann, Wolfram |
Historic Buildings Under Earthquake Load |
364-365 |
| Kumagai, Hitoshi |
Crack Monitoring with Electrically Conductive Film Sensor in Concrete Structures |
498-499 |
| Kunz, Jakob |
Moment Resisting Connections with Post-Installed Reinforcement Bars |
448-449 |
| Kwok, Kelvin C F |
The Choice, Design and Testing of Stay Cables of Stonecutters Bridge |
174-175 |
| Lacerda, Jozé Candido |
Integrating Informal and Formal Areas in Rio de Janeiro |
118-119 |
| Lambropoulos, Sergios |
Multispan Balanced Cantilever Bridges: Egnatia Motorway |
176-177 |
| Lee, D.M. |
Modelling of Ship Impact on a Bridge Foundation |
178-179 |
| Lee, Joseph |
Hong Kong-Shenzhen Western Corridor and Deep Bay Link: Design Development and Environmental Challenges |
152-153 |
| Li, Chuanxi |
Determination of Reasonable Construction States of Special-Shaped Tied-Arch Bridge with Full Framing |
262-263 |
| Li, Jian |
Shanghai's Viaducts and Metropolitan Traffic |
182-183 |
| Liew, J. Y. R. |
Design Criteria for Buildability of Multistory and Large Span Structures |
30-35 |
| Lim, Boon Kok |
Retrofitting of Occupied Buildings Using Fiber-Reinforced Plastic (FRP) Techniques |
504-505 |
| Lin, Ji |
Safety and Stability Analysis for Foundation Pit of Runyang Bridge North Anchorage |
394-395 |
| Lin, Yuanpei |
Lupu Arch Bridge, Shanghai |
148-149 |
| Liu, Y. |
Storey-Based Buckling of Multi-Storey Unbraced Frames |
320-321 |
| Loizias, Marcos |
Design and Construction of Cast-in-Place Concrete Cable-Stayed Bridges in the United States |
184-185 |
| López-Pita, Andrés |
Airport connection of high-speed lines |
136-137 |
| López-Pita, Andrés |
Metropolitan impact of new high-speed infrastructures in Barcelona |
120-121 |
| Lu, Zhihao |
A Simplified Seismic Performance Evaluation Procedure for Steel Arch Bridges |
94-95 |
| Luo, Shidong |
Research on Long-span Bridges with Composite Style of Continuous Rigid Frame and Flexible Arch |
266-267 |
| Ma, Zhongguo |
3D FE Modeling and Field Test of Decked Precast, Prestressed Concrete Girder Bridges |
186-187 |
| Maertens, Luc |
Influence of the Foundation Stiffness on the Aerodynamic Behaviour of a Building |
298-299 |
| Mahmud, Moshiuzzaman |
Development of Transport Mode Choice Model with Neural Network |
368-369 |
| Majka, Michal |
A Numerical Model for Analysis of Dynamic Response of Bridges under Moving Trains |
188-189 |
| Maleki, Shervin |
Support Modeling of Skewed Slab-Girder Bridges |
190-191 |
| Marek, Pavel |
To Probabilistic Reliability Assessment Methods Applicable in Codes |
322-323 |
| Mcgormley, Jonathan C. |
Fatigue Damage in Steel Bridges Investigative Techniques and Retrofit Details |
484-485 |
| Medved, Gabor |
New Bridges on the Hungarian Reach of Danube River |
268-269 |
| Meiss, Kathy |
Design of Cable Supported Bridges using Topology Optimization |
192-193 |
| Mezzi, Marco |
Innovative Systems for a Sustainable Architecture and Engineering |
366-367 |
| Mh Djorai, Boyke |
An investigation into routes for very heavy load traffic |
252-253 |
| Miles, John |
Supporting the Concurrent Conceptual Design of Buildings |
300-301 |
| Miyamoto, Ayaho |
Performance Evaluation System for Concrete Slabs of Existing Bridges |
194-195 |
| Mohapatra, Dillip K |
Seismic Reponses of Metropolitan Bridges and Flyovers – A Comparative Study and the Need for a Renewed Strategy |
196-197 |
| Möller, Juliane |
Ductility of Prestressed Segmental Girders with Unbonded Tendons |
198-199 |
| Mou, Xiaoguang |
Technical and Experimental Study of Prestressed Concrete Beams with Additional Compression and Tension |
450-451 |
| Moussa, Ghada |
Steel-Free FRP Composite Deck System |
396-397 |
| Nader, Marwan |
Design of the New San Francisco-Oakland Bay Bridge Self-Anchored Suspension Bridge |
200-201 |
| Nakamura, Shun-ichi |
Experimental study on lateral forces induced by pedestrians |
202-203 |
| Ng, Adrian KK |
Stonecutters Bridge – From Planning to Construction |
74-75 |
| Nozaka, Katsuyoshi |
Experimental Study on Strengthening of Steel Plates in Tension with CFRP Strips |
370-371 |
| Okuda, Motoi |
State-of-the-Art of Maintenance in the World's Longest Suspension Bridge |
470-471 |
| Otsuka, Akio |
Seismic Analysis and Proposed Retrofit Design of Cable-Stayed Bridge |
204-205 |
| Paeglitis, Ainars |
Two New Bridges over Highway near Riga |
76-77 |
| Pan, Long |
Proposed Bridge in Shanghai Chongming Rivercrossing Project |
96-97 |
| Panphilov, Denis |
The First Turn of Mini-Metro in Moscow |
122-123 |
| Paterson, Duncan |
Fatigue of Steel Plate Panels due to Repeated Out-of-plane Deflection under Cyclic Loads |
270-271 |
| Pedersen, F. |
Design Basis for Cable Stayed Bridge over Yamuna River India |
78-79 |
| Pletz, Everaldo |
Design and Construction of Brazil's First Cable Stayed Stress-Laminated Timber Footbridge |
398-399 |
| Premrov, Miroslav |
Reinforcing Methods for Prefabricated Timber-Framed Walls |
324-325 |
| Qiao, Huang |
Analysis for Prestressed Concrete Bridge Based on Time-Dependent Theory |
326-327 |
| Rackwitz, Frank |
Numerical Analysis of Anchor Piles for Deep Excavations |
500-501 |
| Radic, Jure |
Aesthetics of Urban bridges |
98-99 |
| Radic, Jure |
Bridges over Save River in Zagreb Croatia |
80-81 |
| Reinhardt, Jan |
SiDaCoS: Product and Process Models on Construction Sites |
416-417 |
| Retzepis, Ioannis |
Stability Concepts in Design of Stadia in Germany |
372-373 |
| Robertson, Ian |
Concrete Bridge Instrumentation for Seismic and Long-Term Monitoring |
486-487 |
| Roller, Filip |
Soil-Structure Interaction of Integral Bridges |
206-207 |
| Rombach, Guenter Axel |
Temperature Induced Deformations in Match-Cast Segments |
272-273 |
| Romo, José |
The New Badalona Railway Bridge – A Structure for the City |
208-209 |
| Roy, B. C. |
Planning of Transportation System in Indian Metropolises |
124-125 |
| Roy, Sougata |
Ultrasonic Impact Treatment of Welded Joints |
210-211 |
| Saad, Fathy |
Structural Optimization of Extradosed Bridges |
212-213 |
| Santos, Luís Oliveira |
Load testing of a large viaduct |
472-473 |
| Sato, Makoto |
Evaluation of Asset Value and Maintenance Necessity Level of Bridges |
474-475 |
| Satoh, Kazuya |
Lifecycle Evaluation of Base-Isolated Rubber Bearings Considering Environmental Deterioration |
412-413 |
| Schlaich, Mike |
Future engineering structures for the urban habitat and infrastructure |
102-103 |
| Schmidt, Holger |
Gas Explosions in Buildings - Design Methods and Disaster Mitigation |
328-329 |
| Sener, Elmira |
Study of Metropolitan Kiosks in Terms of Architecture and Environment |
126-127 |
| Shao, Changyu |
Yiling Multi-span Cable-Stayed Bridge over the Yangtze River |
82-83 |
| Shmonishi, Masaru |
Fatigue Cracking in Steel Bridge Piers in Tokyo Metropolitan Expressway |
476-477 |
| Shmukler, Valery |
Nonlinear Analysis of Flexural Reinforced Concrete Structures Strength |
374-375 |
| Shui, Wan |
Experimental study and design of pre-stressed concrete composite box-girders with corrugated steel webs |
278-279 |
| Sobrino, Juan A. |
Urban Bridge Design. The death of flow of forces design |
62-63 |
| Soetens, Frans |
Design and Analysis of Aluminium Bridges |
214-215 |
| Song, Bo |
Study on the Propriety of Rayleigh's Damping in Nonlinear Dynamic Analysis of Bridges |
274-275 |
| Spuler, Thomas |
Modular expansion joints for world's largest bridges |
400-401 |
| Suddle, Shahid I. |
Physical Safety aspects in Metropolitan Habitats above Infrastructure |
140-141 |
| Sun, John |
Seismic Design for Long Span Bridges – The US Practice |
216-217 |
| Sun, Limin |
A Full-scale Experiment on Vibration Mitigation of Stay Cable |
154-155 |
| Suyolcu, Yavuz |
Some Considerations on Aesthetic Aspect of Urban Viaducts |
84-85 |
| Svensson, Holger |
Bridge Competitions |
36-41 |
| Sychev, Pavel |
The Features of Steel Cable-Stayed Bridges |
276-277 |
| Takanashi, Koichi |
Residential Complex with a Pleasant Living in Hot and Humid Regions |
42-47 |
| Tamada, Kazuya |
Experimental Study for Estimating Ultimate Strength of U-shaped Steel Girders in Shear |
506-507 |
| Tang, Ji-Wu |
Form Finding for Compression-only or Tension-only Structures |
330-331 |
| Tang, M.-C. |
San Francisco-Oakland Bay Bridge Concepts and Alternatives |
48-53 |
| Tang, Man-Chung |
Design of the Main Spans of the Chongqing Caiyuanba Bridge |
86-87 |
| Tang, Man-Chung |
Design of the Main Spans of the Seohae Grand Bridge |
218-219 |
| Tang, Min |
Time History Analysis for a FRP Reinforced Frame Structure Under Seismic Load |
452-453 |
| Tateishi, Yasutoshi |
Theory and Experiments of Local Buckling in CFRP Sandwich Panels |
376-377 |
| Teuffel, Patrick |
Optimization of adaptive Structures |
332-333 |
| Ting, Siu |
Optimisation of Embodied Energy in Domestic Construction |
436-437 |
| Tschamper, Hans |
MEGA-Structures for the Rehabilitation of a Hazardous Waste Landfill |
128-129 |
| Uy, Brian |
High Strength Steel-Concrete Composite Box Columns |
438-439 |
| Vákár, L.I. |
'Multistorey Dock' for Amsterdam Zuidas? |
142-143 |
| van de Lindt, John |
Highway Bridge Design Load and Locality of Truck Loads |
264-265 |
| von Wölfel, Roland |
The Guideway System of the Monorail Kuala Lumpur – Design & Erection |
454-455 |
| Wang, Chunsheng |
Remaining Service Life of a 96 Year Old Riveted Truss Bridge |
488-489 |
| Wang, ShouKang |
Deflection Curve of Shear Wall-Braced Frame Structures |
378-379 |
| Wawrusiewicz, Aleksander |
Complex Maps of the State of Concrete Structures |
508-509 |
| Weichen, Xue |
Studies on Seismic Performance of Prestressed Steel-Concrete Composite Beams |
386-387 |
| Weill, Jean-Marc |
The Xizhimen Exchange Traffic HUB Project-Pekin; China |
380-381 |
| Wiśniewski, Dawid |
Probability Based Assessment of Serviceability Limit States in Precast Concrete Bridges |
280-281 |
| Wong, C. Y. |
Time Series Modelling of High Performance Concrete Column Shortening due to Creep and Shrinkage |
456-457 |
| Wong, Kai-Yuen |
The Structural Health Monitoring Approach for Stonecutters Bridge |
478-479 |
| Wong, Kevin. K. F. |
Reliable Structural Damage Assessment Using Energy Density Spectra |
336-337 |
| Wu, Wenqing |
Flexural Calculation Mode For Composite Box Girder with Corrugated Webs |
282-283 |
| Wurzer, Otto |
The Petuelring Tunnel in Munich, Germany |
338-339 |
| Xiang, Yiqiang |
Analysis of Shear Lag Effect in Box Girder of Cable-stayed Bridge with Mono-tower and Mono-cable Plane |
284-285 |
| Xiao, Guoliang |
Static Behaviour of Reactive Powder Concrete Beams |
458-459 |
| Xiuli, Wang |
Experimental Research on Cyclic Behavior of Beam-column T-Type Connections in Multi-story light gauge Steel Frame |
334-335 |
| Xu, Wenqiang |
Thermal Stresses Analysis of Fiber Reinforced Polymer Strengthened Concrete Structure Using Finite Element Method |
460-461 |
| Yamada, Seishi |
Fiber Bragg Grating Sensing for Long-Lived Fiber Reinforced Polymer Structures |
462-463 |
| Yamasaki, Yasutsugu |
Control of Longitudinal Movement of Long Span Cable Stayed Bridge |
220-221 |
| Yan, Quansheng |
Load Capacity Analysis for Concrete-Filled-Steel-Tube Arch Bridge |
286-287 |
| Yan, Xinghua |
Experimental Study on Seismic Behaviour of Steel-Concrete Mixed Structures |
384-385 |
| Ye, Qi |
Analysis and Design of Steel Orthotropic Decks |
222-223 |
| Yin, Beile |
Design and Construction of Movable Bridges in the USA |
224-225 |
| Zaki, Adel R. |
The Reconstruction of L'Acadie Elevated Roundabout |
288-289 |
| Zaki, Adel R. |
The Saguenay River Suspended Bridge |
226-227 |
| Zang, Yu |
The Construction Control of LuPu Arch Bridge |
402-403 |
| Zhang, Jianying |
Design and Construction Method of East Ocean Bridge Non-navigation Channel |
290-291 |
| Zhang, Shibo |
Design of Nielsen System A-shaped Tied Arch Bridge |
292-293 |
| Zhang, Tongyi |
Structural Design of the Giant "CD" Canopy of Beijing Zhongguancun Software Plaza |
340-341 |
| Zhang, Tracy H. |
Computer Aided Design for Tension Membrane Structures |
388-389 |
| Zhang, Zenghuan |
Model Test and Analysis on Buckling of Steel Box Arch of Lupu Bridge |
228-229 |
| Zhao, Hua |
An Analysis of the Ultimate Load Bearing Capacity of Reinforced Concrete Arch Bridges |
294-295 |
| Zhao, Yan-Gang |
COF Evaluation for Weak-Beam-Strong-Column Designed Frames |
342-343 |
| Zhao, Yuan |
Behavior and Retrofit Study of Highway Steel Bridge Fatigue Cracking |
230-231 |
| Zheng, S. |
Better Building, Better City |
54-59 |
| Zhou, Aixi |
Connections of Fiber Reinforced Polymer Bridge Decks |
404-405 |
| Zhou, Liang |
Viaduct Construction in Downtown of Shanghai |
390-391 |
| Zhou, Y. Edward |
Evaluation and Rehabilitation of Existing Steel Truss Bridges |
480-481 |
| Zhu, Le-Dong |
Wind Direction Effect on Buffeting Response of a Long-span Bridge |
232-233 |
| Zhu, Xi |
Displacement-Based Seismic Design For Bridge Columns |
234-235 |
| Zobel, Henryk |
Pedestrian steel arch bridge with composite polymer deck and CFRP stays |
88-89 |
| Zwicky, Daia |
Plastic Assessment of Slab-and-Beam Bridges |
90-91 |
