| Abdelrazaq, Ahmad |
Brief on the Construction Planning of the Burj Dubai Project, Dubai, UAE |
186-187 |
| Abdelrazaq, Ahmad |
Structural Engineering for Gehry’s Curves at Millennium Park, Chicago, USA |
258-259 |
| Adriaenssens, Sigrid |
Piston stayed bascule bridge: a novel mobile bridge typology at Temse, Belgium |
260-261 |
| Adriaenssens, Sigrid |
Upgrading mainland Europe’s oldest suspension bridge |
196-197 |
| Aigner, Erich |
Recent Innovations for Enhancing Durability of Post-Tensioning Systems in the USA |
556-557 |
| Ailland, Karin |
Construction process simulation based on significant day-to-day data |
618-619 |
| Alarcon, Arantzazu |
Design Challenges for the Tallest Building in Madrid |
134-135 |
| An, Lin |
Tests of Grouting Voids in Post-tensioned Bridges by X-ray Penetration |
434-435 |
| Anania, Laura |
Numerical and experimental investigation on real temporary structures useful for incremental launching bridge construction |
108-109 |
| Anastasopoulos, Ioannis |
Development of Earthquake Crisis Management Strategic Plan for Metropolitan Motorway Systems |
424-425 |
| Aydemir, Murat |
North Avenue Bridge Reconstruction Over Chicago River |
446-447 |
| Azarnejad, Azita |
Strengthening and Rehabilitation of Quesnell Bridge, Edmonton, Canada |
466-467 |
| Baker, Clyde |
Innovative Foundation Design at Complex Urban Sites |
572-573 |
| Baker, William |
555m Tall Lotte Super Tower, Seoul, Korea |
472-473 |
| Baker, William |
The Structural Design of The World’s Tallest Structure: The Burj Dubai Tower |
2-9 |
| Baker, William |
Trump International Hotel and Tower, Chicago |
182-183 |
| Baochun, Chen |
Trial Design on Concrete Arch Bridge with Corrugated Steel Webs |
550-551 |
| Battista, Ronaldo |
Multiple Controllers of Wind-Induced Oscillations of a Long Span Bridge |
70-71 |
| Baumann, Hanns U. |
Engineers and Contractors Advance Tall Building Technology |
488-489 |
| Bažant, Zdenek |
Size Effect: What Is Its Rationale and Penalty for Neglect |
236-237 |
| Berger, Andrzej |
Warta River crossing 130 m of ready construction per week with a crowing achievement – extradosed bridge |
608-609 |
| BERGMAN, Don |
Design of the Canada Line Extradosed Transit Bridge |
268-269 |
| Biondini, Fabio |
Some Aspects of the Life-Cycle Reliability of the Twin Cable–Stayed Bridges at Malpensa Airport in Italy |
476-477 |
| Birrcher, David |
Design of Deep Beams with Openings using Strut-and-Tie Models
The Importance of Detailing and Spreading Reinforcement |
566-567 |
| Blakemore, Frank |
Replacement of the US 90 Bridge across St. Louis Bay |
356-357 |
| Blakemore, Frank |
Wichita Riverfront Pedestrian Bridges |
266-267 |
| Bleicher, Achim |
Active vibration control with artificial pneumatic muscles for carbon fibre stress-ribbon bridge |
318-319 |
| Bob, Corneliu |
Reinforced Concrete Precast Structures with Rigid Connections |
380-381 |
| Bögle, Annette |
Creative Designing – Teaching the Impossible?! |
330-331 |
| Braml, Thomas |
Structural Reliability Assessment for existing composite bridges without design documents |
388-389 |
| Briseghella, Bruno |
Finite element modelling and operational modal analysis of a curved cable stayed bridge in Venice |
548-549 |
| Cao, Yinghong |
Ship Collision Protection Device for Zhanjiang Bay Bridge |
376-377 |
| Cao Hoang, Linh |
The Crack Sliding Model – Unified Approach to Shear and Punching Shear |
212-213 |
| Casas, Joan R. |
Upgrading Existing Railway Bridges in Europe for Higher Speeds and Loads - Assessment Procedures and Requirements |
194-195 |
| Cassity, Patrick |
The Christopher S. Bond Bridge – An Icon for Kansas City, Missouri |
534-535 |
| Cassity, Patrick |
US 20 Arch over the Mississippi River |
540-541 |
| Cassity, Patrick |
US 90 Bridge Over Biloxi Bay-A Design-Build Solution to Katrina Recovery |
358-359 |
| Chavel, Brandon |
Erection Engineering Considerations for Curved Steel I-Girder Bridges |
408-409 |
| Christian, Sarah |
Mechanical Properties of Biocomposites for Sustainable Construction Practices |
174-175 |
| Chung, Wonseok |
Dynamic Amplification Factors of an Urban Maglev Guideway |
306-307 |
| Corrado, Virginia |
Dynamic response of water networks in seismic areas |
628-629 |
| Cosmin Daescu, Alexandru |
Ductility Increasing for Concrete Columns. Experimental Results |
510-511 |
| Coughlin, Andrew |
Design of Blast Resistant Long-Carbon Fibre Concrete Walls |
350-351 |
| Cremona, Christian |
New trends and new models for analysing dynamic interactions |
35-63 |
| Dakov, Dimitar |
Steel Structure with Textile Membranes for Renovation of an Existing Built-up Area |
496-497 |
| Dan, Sorin |
Modern Solutions for Strengthening of Structural Elements |
80-81 |
| Darden, Winn |
Fluoropolymer Coatings for Buildings, Bridges, and Infrastructure |
626-627 |
| David Gómez, Juan |
Target proof load determination for bridge capacity assessment |
484-485 |
| De Backer, Hans |
Autonomous systems for strain and vibration measurements |
590-591 |
| De Matteis, Daniel |
The new Pinel Bridge in Rouen, the fifth French road bridge using ultra high performance fiber-reinforced concrete components |
316-317 |
| Ding, Yang |
Experiment on Seismic Behaviour of Damaged Cable-Suspended Structure |
538-539 |
| Djorai, Boyke |
Reduction of the life expectancy of bridges and viaducts as a result of increased truck traffic in the Netherlands |
458-459 |
| Domaingo, Andreas |
Wind and extremely long bridges – a challenge for computer aided design |
308-309 |
| Duan, Xuewei |
Design & Construction of WanZhou Yangtze River Railway Bridge |
616-617 |
| Duntemann, John |
Failures Resulting from Inadequate Design-Construction Interface |
386-387 |
| Dutoit, Daniel |
150 km of U Shape Prestressed Concrete Decks for LRT Viaducts |
522-523 |
| Erjun, Wu |
Technical code for building monolithic moving engineering of China |
514-515 |
| Fadon, Santiago P. |
Widening and Rehabilitation of some bridges in Indiana Toll Road |
610-611 |
| Fargier-Gabaldon, Luis |
Rehabilitation of a Viaduct Subjected to a Landslide Thrust |
362-363 |
| Fernéndez, Salvador |
The Magic Box. Multifunctional Sports Centre by the Manzanares River in Madrid |
524-525 |
| Frangi, Andrea |
Fire safety concept for tall timber buildings |
292-293 |
| Fritz, William |
Structural Design of High-Rise Buildings for Wind Loads |
460-461 |
| Fuchs, Maximilian |
Damage caused by accidental loads - assessing of damaged reinforced concrete |
378-379 |
| Furrer, Martin |
Strengthening of the I-39 Bridges over the Kishwaukee River |
202-203 |
| Gardner, Anne |
Developing teamwork and other professional skills while teaching reinforced concrete design |
334-335 |
| Geier, Roman |
Recent Austrian Activities in Bridge Monitoring |
244-245 |
| Gerhaher, Ulrich |
Design and development of fiber reinforced elastomeric bearings |
322-323 |
| Gerold, Matthias |
Sustainability of Timber Bridges - the magic triangle
Directional drawings - Maintenance Costs - Lifetime |
464-465 |
| Glaeser, Christian |
Tests and Inspection for German Bridges with stay cables using prestressing strands according to fib-recommendation |
468-469 |
| Gläser, Christian |
Behaviour of Tendons for Cryogenic Applications |
560-561 |
| Gómez Navarro, Miguel |
Comparison of the Structures for two High-rise Buildings in Madrid |
184-185 |
| Griesing, Keith |
Design of Heavy Movable Structures using Advanced Modelling and Visualizations |
606-607 |
| Haese, Andreas |
Point-fixed gGlazing – mMaterials and pProcessing |
344-345 |
| Hague, Steven |
The New Main Street Bridge, Columbus, Ohio
A Signature Single-Rib Tied Arch |
406-407 |
| Hajjar, Jerome |
Controlled Rocking of Steel Frames as a Sustainable New Technology for Seismic Resistance in Buildings |
170-171 |
| Halvorson, Robert |
Abu Dhabi Central Market Redevelopment |
448-449 |
| Hampshire Santos, Sergio |
Reliability Analysis of Concrete Structures Considering Different Hazard Curves for Western and Eastern United States |
462-463 |
| Harada, Yukihiro |
Cyclic Behavior of Unstiffened Double Split-Tee Beam-to-Column Connection |
474-475 |
| Head, Peter |
Engineering for Climate Change
The adaptation challenge and the role for engineers |
10-26 |
| Hegger, Josef |
Punching Behavior of Compact Slabs |
214-215 |
| Hegger, Josef |
Shear capacity of hollow core slabs in Slim-Floor-Constructions |
228-229 |
| Hertle, Robert |
Building Facility Development – The Renewal of a Car Plant without interfering the Production |
166-167 |
| Hertlein, Bernard H. |
Increasing Loads on Existing Foundations |
176-177 |
| Hildebrand, Maciej |
Monitoring System for a Cable-Stayed Bridge in Plock |
554-555 |
| Hojo, Tetsuo |
Durability Evaluation of a Carbon Fiber Reinforced Member |
562-563 |
| Hudson, Nancy |
Solomon R. Guggenheim Museum Restoration: Correlating Projected and Actual Movement of Thin Shell Concrete Walls |
390-391 |
| Hwang, Inho |
A Damper System for Mitigation of Suspension Bridge Flutter |
76-77 |
| Ikema, Norikazu |
Seismic design of traditional wooden five-storied pagoda |
190-191 |
| Irwin, Peter |
Practical Experience with Wind-Tunnel Predicted Tall Building Motions |
296-297 |
| Irwin, Peter |
Wind Engineering of the 600 m Chicago Spire |
478-479 |
| Janberg, Nicolas |
The Internet as the Perfect Tool to Document Construction Projects |
512-513 |
| Janjic, Dorian |
Bridge Information Modeling - Approach for Improving Safety and Serviceability from the Design Phase throughout the Life Cycle |
430-431 |
| Janjic, Dorian |
Erection Control Analysis – Meeting the Demands of New Construction Techniques |
620-621 |
| Jauhiainen, Jyrki |
BIM and advanced post-tensioning design methods |
160-161 |
| Jensen, Jens S. |
European Guideline for Assessment of Existing Railway Bridges |
122-123 |
| Jeung Hong, Kee |
Experiencing More GFRP Composite Bridge Decks for Vehicular and Pedestrian Bridges |
320-321 |
| Ji, Lin |
Anti-Slip Test of Main Cable Against Saddle of Three Pylon Suspension Bridge |
486-487 |
| Jose Arenas, Juan |
Design and Erection of two recent urban Cable-stayed Bridges in Spain |
594-595 |
| Jose Arenas, Juan |
New conceptual design for two signature footbridges recently built in Spain |
264-265 |
| Jose Arenas, Juan |
Third Millennium Bridge over the Ebro River. Zaragoza. Spain |
500-501 |
| Jun Ge, Yao |
Probabilistic Criteria for Assessment of Aerodynamic Instability of Long-Span Bridges |
64-65 |
| Kainz, Andreas |
Slab with integrated installations |
230-231 |
| Kasper, Thomas |
Two Examples for the Design of Load Bearing Structures with Steel Fibre Reinforced Concrete |
622-623 |
| Kendall, Martin |
Rehabilitation Design of the Alexander Hamilton Bridge Complex |
366-367 |
| Kim, Insung |
Use of CFRP to Strengthen Lap Splices of Reinforced Concrete Columns |
88-89 |
| Kim, Sung-Jae |
An Optimal Design of TMD for the Improvement of Fatigue Reliability of Steel- composite High-speed Railway Bridges using Target Performance Approach |
72-73 |
| Kite, Steve |
Stonecutters Bridge – Main Span Erection |
402-403 |
| Klein, Gary |
Collapse of the Koror-Babeldaob Bridge |
98-99 |
| Knobloch, Markus |
Vulnerability of fire protection and structural safety of tall buildings |
286-287 |
| Kobarg, Joerg |
Optimizing the design process of complex structures |
162-163 |
| Kollár, Laszlo |
Second Order Effects on Building Structures – an Approximate Evaluation |
528-529 |
| Konishi, Takuyo |
Inspection and Retrofitting of Fatigue Damaged Orthotropic Steel Deck |
456-457 |
| Kono, Susumu |
Hybrid RC Building Structures with Corrugated Steel Shear Panels |
234-235 |
| Konrad, Matthias |
Load capacity and deformation behaviour of headed studs used in trapezoidal steel sheetings |
224-225 |
| Koris, Kálmán |
Upgrading of a 70 year old Grandstand |
92-93 |
| Koru, Burak |
I-205 Glenn Jackson Bridge-Bike Path Deck Panel Investigation, Portland, Oregon, USA |
104-105 |
| Krieger, Juergen |
Application of Risk Analysis for performance based Tunnel Design |
382-383 |
| Kroely, Benoit |
New York City DOT Bridge Management System |
436-437 |
| Kroely, Benoitu |
The 2007 Ravenel River Bridge Inspection |
480-481 |
| Kwon, Gunup |
Strengthening Existing Non-Composite Steel Girder Bridges by the Use of Post-Installed Shear Connectors |
198-199 |
| Kyriakides, Marios |
A Seismic Retrofit for Masonry Infill Walls using Ductile Concrete |
82-83 |
| Larsen, Allan |
Design Challenges for Hålogaland Bridge, Norway |
506-507 |
| Laufs, Wilfried |
'Top to Bottom' Construction - Arcapita Headquarters at Bahrain Bay |
450-451 |
| Leblanc, David |
Rehabilitation of Ferry Docks in Southwestern Ontario |
392-393 |
| Lee, Jaeho |
An ANN-Based Backward Prediction Model for Reliable Bridge Management System Implementations Using Limited Inspection Records – Case Studies |
248-249 |
| Lee, Je Ii |
Effect of Long Carbon Fibers on Deflection of One-way Members |
574-575 |
| Lewis, Jonathan |
Design and Evaluation of Facade Access Equipment for Tall Buildings |
118-119 |
| Li, Zhong-Xian |
Numerical Analysis of Progressive Collapse of RC Frame under Blast Loading |
442-443 |
| Liu, Chao |
Stress Limitation of External Prestressing Tendons in Serviceability Limit State |
564-565 |
| Loehning, Thomas |
Problems and Opportunities of Nonlinear RC Frame Analysis |
536-537 |
| Low, Angus |
The Design of Steel Sections for Combined Axial Load and Bending |
208-209 |
| Low, Angus |
Push-launched Bridges with the Prestressing Cables Deflected after the Launch |
544-545 |
| Magliola, Robert |
Post Tsunami Reconstruction in Indonesia |
360-361 |
| Maldonado, Esperanza |
Seismic evaluation of Garcia Cadena Bridge (Colombia) |
542-543 |
| Malerba, Pier Giorgio |
A Large Span Roof made of Cable Stayed Arches |
516-517 |
| Maljaars, Johan |
Structural Design of Aluminium Bridge Decks for Existing Traffic Bridges |
584-585 |
| Marchand, Kirk |
SEI Pre-Standard and Commentary on Disproportionate Collapse (Part I)
Risk and Action Determination for Progressive Collapse Events |
120-121 |
| Marchand, Kirk |
SEI Pre-Standard and Commentary on Disproportionate Collapse (Part II)
Prescriptive Approaches to Provide Robustness |
588-589 |
| Martin, Olivier |
Gautrain – A modern transit project in a progressing country, South Africa |
278-279 |
| Mathias, Neville |
The Tianjin Jinta Tower: 74 Story Steel Plate Shear Wall Tower |
180-181 |
| Matusewitch, Peter |
Performance-Based Vessel Collision Modelling |
374-375 |
| Meade, Edmund |
Structural Evaluation of Four Frank Lloyd Wright Buildings |
396-397 |
| Meinhardt, Christian |
Increase of a high rise buildings damping behaviour by applying Large Scale Tuned Mass Dampers |
68-69 |
| Meinheit, Donald |
Anchorage to Concrete Design: The Transition from Tabular Load Capacity to Rational Design and Anchor Qualification Procedures to Manage Risk |
418-421 |
| Merrick, John |
Dubai Tower Doha |
136-137 |
| Miguel Atienza, Jose |
Behavior of Prestressing Steels after Fire |
288-289 |
| Miller, Brad |
R1664 Suspension Trail Bridge Using Sustainable Materials |
172-173 |
| Milton John Spence, Seymour |
Influence of Higher Modes on the Response of Irregular Tall Buildings |
582-583 |
| Mireille Abela, Jeanette |
Short- and long-term effects on upheaval buckling of blinding struts |
412-413 |
| Moreu, Fernando |
Young Structural Engineers Building Structures for the Poor |
336-337 |
| Morgenthal, Guido |
Construction Engineering for Stonecutters Bridge: Concrete Backspans and Steel Deck Heavy Lift |
404-405 |
| Moussard, Michel |
Covering Paris’ Ring Road: |
274-275 |
| Nagayama, Tomonori |
The importance of dense monitoring of long-span bridges for its performance re-evaluation |
246-247 |
| Nagy-Gyorgy, Tamas |
RC Beams Strengthened with FRP Systems – Results in Dapped-ends and Increase of Flexural Capacity |
86-87 |
| Nakamura, Shun-Ichi |
Strength of Corroded Bridge Wires and Repair Methods |
204-205 |
| Nakayama, Taishi |
Analytical Studies on Load Carrying Capacities of Riveted Railway Bridges Subjected to Collision Damages |
372-373 |
| Naumann, Joachim |
Importance and Organisation of Bridge Inspections in Germany |
250-251 |
| Nethercott, David |
Design for Extreme Events – Progressive Collapse |
370-371 |
| Niu, Yanwei |
Evaluation of an Excessive Deflection Long-span Concrete Beam Bridge |
102-103 |
| Pang, Jason |
Large-Bar Connection for Precast Bridge Bents in Seismic Regions |
106-107 |
| Paya-Zaforteza, Ignacio |
Evaluation of a program for the reconstruction of houses in India |
338-339 |
| Pekoll, Oskar-Henri |
Reconstruction and Revitalization of Peter Behrens' "Berolinahaus" (at Alexanderplatz 1 in the center of Berlin - Germany) |
454-455 |
| Peng, Guihan |
Stability and Dynamic Analysis of A CFST Arch Bridge With Basket Type |
526-527 |
| Pieplow, Kirsten |
Glass meets new high-strength materials |
346-347 |
| Pompeu-Santos, Silvino |
The "TISB" and the "TMG" Concepts. Application on a Proposal for the Railway Tunnel through the Gibraltar Strait |
282-283 |
| Qingxiong, Wu |
Vehicle-induced Vibration of Half-through and Through CFST Arch Bridges |
422-423 |
| Rapattoni, Frank |
Short–Span Bridges – Leading Australian Innovations |
530-531 |
| Rauch, Marion |
Reinforced UHPFRC Tension Chords |
352-353 |
| Reese, Gregg |
Curved Precast Concrete Bridge Projects in Colorado |
546-547 |
| Rialland, Yves |
East Tsing Yi Viaduct - A tough schedule to erect a concrete deck 7 km long |
410-411 |
| Ribeiro, Catão |
Cable stayed bridge with two decks and a single tower |
580-581 |
| Ribeiro, Diogo |
Experimental Validation of a Numerical Model for the Dynamic Analysis of a Bowstring Arch Railway Bridge |
302-303 |
| Riley, Peggy |
Design and Construction of the William R. Bennett Bridge |
262-263 |
| Robinson, Jamieson |
The Supplementary Damping Advantage - Flexibility for a High-Rise Building |
444-445 |
| Romen, Norbert |
Fatigue behavior of welded pipe intersections in bridges |
604-605 |
| Rosko, Peter |
Creative Design of Earthquake Resistant Tall Building Structures and Bridge Structures |
634-635 |
| Roy, B. C. |
Transport Infrastructure in Indian Urban Environment |
272-273 |
| Roy, Sougata |
Evaluating Fatigue Performance of Sign, Signal and Luminaire Structures |
398-399 |
| Ruan, Jing |
Rigidity Selection for Mid-Tower of Three Tower Suspension Bridge |
578-579 |
| Sakino, Kenji |
Experimental Study on Composite Structural Walls with Steel Hysteretic Dampers |
438-439 |
| Sarkisian, Mark |
Sculpted High-Rise: the Al Hamra Tower |
482-483 |
| Scheller, Joern |
A New Energy-Efficient Device for Active Control of Bridge Vibrations |
310-311 |
| Schladitz, Frank |
Textile Reinforced Concrete (TRC) as Torsion Strengthening |
452-453 |
| Schlaich, Mike |
Footbridges – Enriching Urban Structures |
256-257 |
| Schleich, Jean-Baptiste |
Performance Based Design for the Fire Situation, leading to Economic and Safe Fire Resistance |
290-291 |
| Schmidt, Holger |
Probabilistic Modelling of HSC Slender Columns in High-Rise Buildings |
220-221 |
| Schumacher, Ann |
Flexural strengthening of beams using externally bonded plates: advanced optical measurements at the beam-to-plate interface |
90-91 |
| Sheehan, Matthew |
Casino Parking Garage Collapse Forensic Investigation |
394-395 |
| Shenwei, Zhang |
Spot monitoring and numerical analysis of high rising building |
426-427 |
| Shi, Xuefei |
Shrinkage Effect at Concrete Interfaces in Rigid-frame Bridges |
570-571 |
| Shuqin, Li |
Application of the Pre-stressed Concrete Box-girder with Corrugated Steel Webs in Bridge Engineering in China |
592-593 |
| Siebert, Barbara |
Modern Facades made of Glass |
342-343 |
| Siebert, Geralt |
Earthquake Tests of Glass Structures |
632-633 |
| Smith, Ian |
Large X-Lam Floor and Roof Plates For Composite Construction |
232-233 |
| Smith, Rob |
Damping in tall buildings – uncertainties and solutions |
66-67 |
| Smith, Steven |
A Complete Guide to Blast-Resistant Design of Low Rise Reinforced Concrete Buildings |
612-613 |
| Snijder, H.H. (Bert) |
Slip in Hanger Cable Anchorages of Dintelhaven Railway Bridge Rotterdam |
96-97 |
| Son, Yunki |
Analysis for Initial Equilibrium Condition and Erection Stages of Sorok (Self-Anchored Suspension) Bridge |
596-597 |
| Song, Yifan |
Impacting Factor Caused by Highway Bridge Deck Roughness |
494-495 |
| STAHL, Jochen |
A unique transparent structure for the new footbridge across a moat in Darmstadt, Germany |
314-315 |
| Stevens, David |
Evaluation of Design Approaches for Progressive Collapse |
210-211 |
| Stipanic, Bratislav |
Design & Construction of Ada Bridge across Tissa River in Serbia |
152-153 |
| Sun, Limin |
Design, Implementation and Measurement of Cable Dampers for Large Cable-stayed Bridges |
242-243 |
| Sun, Zhi |
Load Carrying Capacity Assessment of Prestressed Concrete Beam Bridge from Structural Forced Vibration Response |
502-503 |
| Svensson, Holger |
Personal Involvement in early US Cable-Stayed Bridges |
27-34 |
| Svensson, Nils |
Design of the Long-Span Roof of the O2 World in Berlin, Germany |
552-553 |
| Tadla, Janusz |
Curved cable-stayed bridges |
154-155 |
| Talley, Kimberly |
Computational Modelling of ASR/DEF Affected Concrete Bridge Columns |
498-499 |
| Teeuwen, Paul |
Analysis of steel frames with precast concrete infill panels |
216-217 |
| Thomasson, Per-O |
Lateral-Torsional Instability of Box Girder Bridges at Erection |
414-415 |
| Thorat, Abhay |
Offsite/Accelerated Construction of a Busy Interchange Bridge |
630-631 |
| Tian, Zhongchu |
Load Tests of Dongping Bridge in Foshan, China |
492-493 |
| Timerman, Julio |
Knowing the Typical Pathologies of Bridges - the Brazilian Experience |
428-429 |
| Tobolski, Matthew |
Seismic Retrofit of an Aged, Historic Signature Concrete Bridge |
364-365 |
| Toda, Katsuya |
Prediction Methods for Concrete Diagnosis with Electrochemical Test and Probability |
294-295 |
| Tomasetti, Richard |
Structural Engineering of the 600 m Chicago Spire |
138-139 |
| Tsunokake, Hisao |
Composite Behavior of Concrete Filled Tube with Large Width-Thickness Ratio of Steel Plate |
568-569 |
| Tuchida, Kazuteru |
Construction of the Bai Chay Bridge |
150-151 |
| Tulke, Jan |
A Dynamic Framework for Construction Scheduling based on BIM using IFC |
158-159 |
| Tyrogianni, Helen |
A significant infrastructure project within the urban environment of Athens: The case of Attica Tollway |
520-521 |
| Unterweger, Harald |
Remarkable Strengthening of an old Steel Highway Bridge |
200-201 |
| Van Bogaert, Philippe |
Experiences from Engineering Education in Conceptual Design of Structures |
332-333 |
| Van Bogaert, Philippe |
New Railway Connection below Brussels Airport |
280-281 |
| Van Hove, Dianne |
Building on water: design projects using aluminium structural elements |
532-533 |
| Vandenbergh, Thomas |
Dynamic analysis and optimisation using morphological indicators |
558-559 |
| Vogel, Thomas |
Conceptual Design in the Education of Civil Engineers |
328-329 |
| Wah Pang, Hon |
Structural Investigation of Hong Kong’s ageing public rental buildings |
168-169 |
| Walbridge, Scott |
Post-Weld Treatments for the Service Life Extension of Existing Steel Bridges |
600-601 |
| Walton, William |
Geotechnical Engineering of the 600 m Chicago Spire |
614-615 |
| Wang, Boxin |
Study on Application of Steel Fibre Reinforced Self-stressing Concrete in Transforming Old Simply Supported Bridges into Continuous System |
324-325 |
| Wang, Rengui |
General Design of Airport Road Yaojiang Bridge in Ningbo |
518-519 |
| Wawrusiewicz, Aleksander |
Multi Mapping in Condition Assessment of three City Bridges |
440-441 |
| Weller, Bernhard |
Glass plus X - Development of Innovative Hybrid Structures |
348-349 |
| Weller, Bernhard |
Light curing acrylates in glass structures |
624-625 |
| Wendner, Roman |
Structural Assessment using identified Bending Stiffness |
100-101 |
| Weng, Dagen |
Study on Application of Viscous Damper in Hybrid Structure |
508-509 |
| Wenzel, Helmut |
Changes in Traffic Demand and Influence on the Lifetime of a 45 Year old Bridge |
240-241 |
| White, Paul |
Severe Cracking of Viaduct Piers and Pilecaps due to Delayed Ettringite Formation |
252-253 |
| Widianto |
Repair and Strengthening of Reinforced Concrete Slab-Column Connections |
84-85 |
| Wisniewski, Dawid |
Probabilistic Shear and Bending Resistance Models for Assessment of Reinforced and Prestressed Concrete Bridges |
304-305 |
| Wood, Antony |
Trends, Drivers and Challenges in Tall Buildings and Urban Habitat |
126-133 |
| Wurzer, Otto |
The MRO-Tunnel in Munich, Germany |
276-277 |
| Wyllie, Loring A. |
Appropriate Seismic Regulations for Urban Structures |
112-116 |
| Xiao, Congzhen |
Structural Design for Beijing Grand MOMA |
188-189 |
| Xie, Hai-Bo |
Long Term On-line Health Monitoring of the Poyan Lake Bridge |
490-491 |
| Yang, Yongxin |
Aerodynamic Investigation on a Long-Span Suspension Bridge with Central-Slotted Box Girder |
74-75 |
| You, Qingzhong |
Sutong Bridge-A Cable-stayed Bridge with Main Span of 1088 Meters |
142-149 |
| Young, Jeff |
Assessment of the Suspension Cables of the Severn Bridge, UK |
300-301 |
| Yunkai, Guo |
Research on location control of GPS in Super high-rise building construction |
598-599 |
| Zekioglu, Atila |
A Review of Code and Performance Based Seismic Design Procedures of Reinforced Concrete High-rise Building Structures |
432-433 |
| Zhang, Jie |
Experimental Investigation on Mechanical Behavior of Y-shaped Steel and Concrete Composite Joints |
226-227 |
| Zhang, Qiang |
New Technology for Cable-stayed Bridge Design of Zhanjiang Bay Crossing |
470-471 |
| Zhang, Tracy |
Strengthening Concrete columns in concrete condominium building |
504-505 |
| Zhixiang, Zhou |
Exploration of a New Rigid-Frame Arch Bridge Constructed by Vertical Downrotation |
586-587 |
| Zhou, Yongjun |
Appliance of Orthogonal Experiment in Bridges Seismic Engineering |
602-603 |
| Zobel, Henryk |
Research and Practice with Composite Polymer Bridges in Poland |
576-577 |
| Zordan, Tobia |
Structural optimization of a composite steel and concrete connection through FE analysis and testing |
218-219 |
