Adey, Bryan |
A System Approach to the Reduction of Damage Costs due to Natural Hazards |
28-35 |
Al-Zubaidi, Maha S. |
Mass-effect Passive Cooling: an Environment Friend Technology for Future Buildings |
37-45 |
Albrecht, Uwe |
New use for existing buildings – combination of new and old structure |
67-75 |
Alimchandani, C.R. |
Conceptual Design of Structures in the Developing Countries of Asia, Africa, and the Pacific and Indian Oceans |
85-94 |
Andrä, Hans-Peter |
First Applications of CFRP Tendons In Germany |
103-110 |
Bach, Paul E. |
Innovative marine structures for better-built environment |
1-8 |
Barbieri, Alessandra |
Experimental and numerical analysis on masonry beam-column elements strengthened with FRP |
112-120 |
Basler, Miklos |
Strengthening of Bridges with Advanced Composite Systems |
46-54 |
Bianchi, Pietro |
Numerical Simulation and Concrete Composite Construction |
1-7 |
Bilcik, Juraj |
Ageing of Concrete Containers for the Disposal of Nuclear Waste |
92-99 |
Blake, Kevan |
Sustainable Stormwater Design Incorporating a Venturi |
76-84 |
Bonfiglio, Bernard |
Strengthening of the Bann River Bridge in Northern Ireland |
48-56 |
Bonfiglioli, Barbara |
Fracture based approach of failure in RC beams strengthened with FRP |
111-118 |
Briseghella, Bruno |
Design and analysis of a variable stiffness movable footbridge |
134-143 |
Brown, Stephen |
The Design and Manufacture of the British Museum Great Court Roof |
31-40 |
Buba, Richard |
Probabilistic Investigation of Fatigue and Service Life of Existing Bridges |
98-107 |
Bubner, Andre |
Application of a Link Based Approach on Revitalisation Projects |
9-17 |
Buchheit, Rebecca |
A Constraint-Based Procedure for Improving the Accuracy of Sensor-Based Monitoring Data |
65-72 |
Buckley, Mike |
Considering Sustainability in the Selection of Structural Systems |
1-9 |
Burden, Alan |
The structural design of an aluminium monument in Shimizu, Japan |
57-63 |
Burgueño, Rigoberto |
Development of an FRP Membrane Bridge System |
14-21 |
Chakrabarti, Amarnath |
Extension of Life Span of an Urban Transport Structure and Its Management in Future |
119-128 |
Chakraborty Fnae, S S |
Structural Engineering for a Better-Built and a Sustainable Environment and the Role of Information Technology in it |
11-21 |
Chen, Chang-song |
Research of construction control Technique of long-span Prestressed concrete cable-stayed bridge |
18-25 |
Chitty, Gerard |
Managing Ageing Railway Bridges in High Axle Load Environments |
43-50 |
Clark, David |
Sustainable Buildings in Australia Opportunities for Structural & Civil Engineers |
10-19 |
Clerico, Marina |
Environmental issues for sustainability development in underground works |
85-92 |
Clímaco, João C.T.S. |
Bonding Efficiency of Repair Materials for Concrete Structures |
104-111 |
Collin, Peter |
Competitive Swedish Composite Bridges |
94-104 |
Collin, Peter |
Innovative Prefabricated Composite Bridges |
105-115 |
Collins, Frank |
The Challenge of the Cement Industry Towards the Reduction of Greenhouse Emissions |
1-11 |
Condell, Seth |
Erection Engineering of the Lions Gate Bridge Reconstruction |
74-85 |
Czaderski, Christoph |
Shear strengthening with prefabricated CFRP L-shaped plates |
27-37 |
Dall'asta, Andrea |
Behaviour of Concrete Beams Prestressed by Unbonded Tendons |
51-60 |
Darcy, Greg |
Full-Scale Tests and Analytical Modelling of An Innovative Cold-Formed Steel Building System |
32-42 |
Darwish, M. Nasser |
Smart Structures for The Future |
111-120 |
Davidson, Marcus |
Integrated simulation and information transfer in design of transportation structures |
31-38 |
De Ridder, Jan |
Pre-cast Bridge Girders with Pre-tensioned Carbon Fibre Wires |
78-86 |
Dean, Brian |
Innovative Tall Building Design |
92-102 |
Dehn, Frank |
Self-Cleaning and Pollutant-Decomposing Building Materials |
58-65 |
Dehn, Frank |
Self-Compacting Lightweight Concrete (SCLC) |
41-47 |
Demarzo, Mauro A. |
Comparison between approximate and exact methods for composite wood-concrete |
17-24 |
Dennison, Glen |
The Role of Steel in Building a Better Environment |
43-49 |
Diab, Youssef Georges |
The environmental quality of civil engineering infrastructures |
1-7 |
Djahani, Parviz |
Design of the Abu Dhabi Main Gateway Arch Bridge over the Maqta Channel |
18-27 |
Domer, Bernd |
Simulating Tensegrity Systems with Dynamic Relaxation and Neural Networks |
142-153 |
Domingo, Alberto |
The Aesthetic of Visible Structures |
48-57 |
Elnimeiri, Mahjoub |
Elements of Sustainable Structure |
28-35 |
Ergonul, Sema |
Economic Evaluation of Earthquake Resistant and Non-Resistant Structures |
1-8 |
Farran, Hany J. |
The Impact of Technology on Society: "The Writings of Lewis Mumford" |
26-36 |
Firmenich, Berthold |
Consistency problems in a distributed CAD environment |
154-161 |
Firth, Ian |
Glass Fibre Reinforced Plastic Bridges – Three UK Examples |
22-30 |
Firth, Ian |
The Refurbishment of Erskine Bridge, Scotland |
1-9 |
Fung, Stephanie |
Bridge Deflection Measurements during Earthquake Ground-shaking |
17-25 |
Furuta, Hitoshi |
LCC Based Maintenance System of Highway Network Bridges |
26-33 |
Gale, Luke |
Anchorage zones for FRP-prestressed concrete structures |
87-94 |
Gates, Jeff |
Effect of UV on Properties of Transparent Noise Barrier Materials |
135-145 |
Gaubinger, Bernhard |
Development of an anchorage system for CFRP tendons |
95-102 |
Gazzola, Fabio |
Design equation for overlap tubular K-joints under in-plane-bending |
9-20 |
Geier, Roman |
Bridge Classification Based Upon Ambient Vibration Measurements |
20-28 |
Geier, Roman |
IMAC – Integrated Monitoring and Assessment of Cables |
8-15 |
Geistefeldt, Helmut |
Combined Prestress at Longspan Slabstructures for Multiplex Cinema |
8-14 |
Gleiter, Uwe |
A Pedestrian Bridge from Transparent Thermoplastics |
38-44 |
Godart, Bruno |
The use of information technology for the monitoring of bridges |
112-123 |
Gosbell, Tim |
West Gate Bridge Approach Spans FRP Strengthening Melbourne, Australia |
55-60 |
Gouch, Alex |
Selection criteria in the structural use of stainless steel alloys |
43-48 |
Grundy, Paul |
Design against Incremental Collapse |
178-188 |
Grundy, Paul |
Direct Assessment of Bridge Response Using Weigh-in-Motion Data |
82-93 |
Hájek, Petr |
Sustainable Construction Through Environment-Based Optimisation |
1-8 |
Haritos, Nicholas |
Assessing the In-service Performance Characteristics of Bridges |
1-10 |
Hayashi, Atsushi |
Seismic retrofit method of the column base of over-track building |
45-52 |
Haysler, Mike |
Revitalising an Ageing City Car Park with High Quality Office Space |
121-128 |
Hellmich, Kurt |
Road restraint systems with higher and very high containment on bridges |
46-56 |
Heruc, Svebor |
Climatic cabinet simulation of 0moisture and salt deterioration processes in brick constructions |
44-49 |
Hojo, Tetsuo |
Application of Carbon-fiber Cables for Cable-supported Structures |
57-64 |
Holschemacher, Klaus |
Self-Compacting Concrete made with Sand-Rich Particle Fractions |
60-67 |
Honda, Hideyuki |
Structural Characteristics of Deck Arch Timber Highway Bridge |
1-8 |
Horrigmoe, Geir |
Residual Strength of Deteriorated and Retrofitted Concrete Structures: A Numerical Approach |
39-50 |
Hosseini, Mahmood |
On Risk Management for Roads Subjected to Natural and Man-made Hazards |
61-68 |
Hübler, Reinhard |
Distributed Cooperative Building Models for Revivification of Buildings |
22-30 |
Hussain, Naeem |
Design of the Stonecutters Cable-Stayed Bridge in Hong Kong |
9-14 |
Hyde, Brendon |
Fish Friendly Design of Road Structures |
46-57 |
Ibell, Tim |
Assessment, Strengthening and Future Design of our Concrete Bridges |
73-81 |
Inoue, Takashi |
Reconstruction of the Daiichi Shinden-gawa bridge - Design and construction of a PC hybrid Langer bridge |
43-50 |
Itoh, Yoshito |
Study on environmental durability of rubber bearing for bridges |
137-143 |
Iwanami, Mitsuyasu |
Can Marine Fouling Organisms Extend the Life of Concrete Structures? |
84-91 |
Iwata, Mamoru |
Environmental Burden Reduction in Steel Structure Apartment Houses |
50-57 |
Jarský, Čeněk |
Cost Assessment by Modelling of Building and Maintenance Process |
51-60 |
Jesse, Frank |
Tensile Stress-Strain Behaviour of Textile Reinforced Concrete |
127-134 |
Jiao, Hui |
Strengthening Tests of Butt-Welded Very High Strength (VHS) Circular Steel Tubes |
49-56 |
Jin, Cheng |
Nonlinear Aerostatic Stability Analysis of Jiang Yin Suspension Bridge |
144-150 |
Johansson, Ulrika |
Fatigue tests of reinforced concrete bridge deck models |
68-76 |
Johnson, Michael B. |
The Evolution of Bridge Management Systems |
1-7 |
Kaito, Kiyoyuki |
Predicting the Deterioration of Structures Based on Actual Inspection Data |
92-97 |
Kamaitis, Zenonas |
Structural Rehabilitation of PC Box-Girder Bridges with Shear Cracks |
9-17 |
Kanda, Jun |
Comparison of Minimizations of L.C.C. and L.C.CO2 Emission for Structures |
58-66 |
Kaneko, Yutaro |
Stress Design and Construction of Reinforced Concrete Curved Surface Structures |
15-20 |
Karbhari, Vistasp M. |
Field Validation and Monitoring of Bridge Renewal Using FRP Composites |
101-108 |
Keller, Thomas |
Fibre Reinforced Polymer Materials in Bridge Construction |
119-126 |
Keller, Thomas |
Fibre Reinforced Polymer Materials in Building Construction |
73-78 |
Khan, M. Iqbal |
Prediction of Chloride Permeability of High Performance Concrete |
77-83 |
Klemencic, Ron |
How Do We Solve This Problem? Aftermath of 9/11 |
1-6 |
Klimke, Herbert |
The Envelopes of the Arts Centre in Singapore |
9-20 |
Köhnen, Jörg |
A Climbing Robot for the Assessment of Civil Infrastructures |
109-115 |
Kong, Jung S. |
Whole Life Costing of Optimum Maintenance Strategies for Bridge Groups |
24-31 |
König, Gert |
Composite and Hybrid Structural Systems Potential by Using High Performance Materials |
45-56 |
Ladrón De Guevara Méndez, Ginés |
Span enlargement of overpasses on existing motorways |
36-42 |
Lazzari, Massimiliano |
F.E. Analysis of Montreal Stadium Roof Under Variable Loading Conditions |
80-91 |
Lazzari, Massimiliano |
Non Linear Dynamic Response of Long-Span Bridges |
166-177 |
Lee, Kuan |
Behaviour of reinforced concrete T-beams strengthened with prefabricated Lshaped CFRP plates |
38-45 |
Lee, Marcus |
Assessment of fatigue lives of offshore tubular structures |
73-83 |
Lee, Sang-Ho |
STEP-Based Database for Information Management of Steel Bridge |
68-75 |
Lisowski, Jerzy |
Some Aspects of Life-Time Cost Assessment for Built Facilities |
8-13 |
Lokuge, W.P. |
Stress-strain relationship of high strength concrete subjected to cyclic loading |
100-108 |
Lu, Xilin |
Shaking Table Test and An Analytical Model for Base Isolated Buildings With Combined Isolation System |
33-44 |
Lundhus, Peter |
Øresund Link – not just a bridge |
46-55 |
Mabon, Lynne |
Assessment, strengthening and preservation of masonry structures for continued use in today's infrastructure |
34-43 |
Maeda, Ken-ichi |
Feasibility of Ultra Long-Span Suspension Bridges Made of All Plastics |
70-77 |
Maegawa, Koji |
History behavior of CFT-RC-columns under cyclic lateral-load |
78-85 |
Maier, Klemens |
Free Tendon Layout |
51-58 |
Mancini, Giuseppe |
Lao River Bridge – a sustainable solution for a National Park |
34-41 |
Mandal, Saroj |
Strength and Durability of Recycled Aggregate Concrete |
33-46 |
Maniatis, Iris |
Optimisation of glass constructions concerning efficiency, fatigue life and safety |
101-108 |
Maydl, Peter |
Planning Resource Efficient Office and Residential Buildings |
20-27 |
McCarthy, Christopher B. |
Innovative Aspects of Construction at Millmerran Power Project |
26-35 |
McGormley, Jonathan C. |
Large Hole Retrofits to Address Distortion-Induced Cracking |
64-71 |
McGormley, Jonathan C. |
Stronger Isn't Always Better |
1-8 |
Mckinley, Brett |
Bridge Monitoring Using an Optical Fibre Sensor System |
36-43 |
Melchers, Robert E |
Risk-Based Predictions of Service Life Performance |
14-23 |
Mendis, Priyan |
Concrete high-rise buildings subjected to blast loading and aircraft impact |
103-110 |
Mezzi, Marco |
The Use of SFRM in Retrofitting Thin R/C Shells in Old Buildings |
86-93 |
Miller, Peter |
Quality, Risk and Price Competition |
56-63 |
Miyamoto, Ayaho |
Application of 3-D Computer Simulation to Safety Management System in Bridge Construction |
47-57 |
Miyashita, Takeshi |
Structural Health Monitoring by Piezo-Impedance Method |
44-55 |
Mizuno, Yusuke |
Development of Web-based Support System for Bridge Visual Inspection |
100-111 |
Molnar, Istvan |
Hungarian 5-year Bridge Maintenance and Rehabilitation Program, as a part of Asset Management |
34-42 |
Mori, Takeshi |
Fatigue Life Estimation of Highway Steel Girder Bridges |
84-91 |
Nader, Marwan |
Design of the New San Francisco-Oakland Bay Bridge Self-Anchored Suspension Bridge |
15-27 |
Nakamura, Shun-ichi |
Remaining Strength of Corroded Bridge Steel Wires |
39-47 |
Nikouka, Farzard |
Strengthening of metallic structures using carbon fibre composites |
121-127 |
Nozawa, Shin-ichiro |
The Development of the Concrete Piles Reinforced by Strands, under the condition of Limited Space in Height, and Its Application for practical Construction |
84-91 |
Nugent, William J. |
Using New Technologies to Monitor and Assess Old Structures |
111-118 |
Nutt, John |
Capturing Innovation and Living with Risk |
64-72 |
Ortlepp, Sebastian |
Concrete Mast Restoration Using Multi-Axial Glass Structures |
69-77 |
Paeglitis, Ainars |
Extension of Lifetime of Multispan Concrete Arch Bridge |
129-136 |
Pahl, Peter Jan |
Information Technology for Civil Engineering |
7-14 |
Paul, Alistair |
Heat-Straightening a Damaged Composite Steel Bridge Beam |
72-79 |
Pètursson, Hans |
Composite Bridges with Integral Abutments Minimizing Lifetime Cost |
116-124 |
Pircher, Martin |
Towards a Holistic Approach to Bridge Design |
1-7 |
Podhorsky, Ivo |
Precast Building Components Made of Lightweight Concrete |
77-83 |
Popovic, Predrag L. |
Use of Shear Collars for Strengthening and Repair of Concrete Structures |
80-85 |
Pothisiri, Thanyawat |
Statistical Assessment of Structural Integrity from Modal Parameter Estimation |
11-19 |
Premrov, Miroslav |
New Models of Panel Shear Walls |
25-33 |
Radomski, Wojciech |
Some Problems Concerning the Use of High Performance Materials in Bridges |
94-103 |
Raisinghani, Murlidhar |
Behaviour of Marble Slurry Bricks under Different Loads & Stresses |
50-61 |
Rapattoni, Frank |
Steel Bridges – Solutions for the 21st Century |
125-133 |
Rasmussen, Kim |
The Background of AS/NZS4673:2001 – Cold-formed Stainless Steel Structures |
21-31 |
Raynard, Gilbert |
Sustainable Building Design Case History C.K. Choi Building, UBC |
36-42 |
Reinecke, Ralf |
Capacity of Shear Joints in Applications of High Performance Concrete in Strengthening and Retrofitting of old Concrete Structures |
30-38 |
Reis, António |
"Stadiums for The 2004 European Football Championship a Variety of Roof Structures" |
70-79 |
Renda, Vito |
The Joint Research Centre of the European Commission |
1-7 |
Richardson, John |
The Realities of Sustainability |
24-37 |
Roberts, James E. |
Bridge Management for The 21ST Century Bridge Health Index |
8-25 |
Rochette, Pierre |
Monitoring of a Short Span Bridge Strengthened with FRPs |
94-100 |
Roy, B C |
Innovations and Better Built-Environment in An Urban Scenario – Indian Perspective |
15-25 |
Rucheng, Xiao |
Conceptual Design of CHONGMING River Crossing-Engineering |
86-93 |
Rucheng, Xiao |
Structural Analysis and Optimization of A Half-Through Arch Bridge |
160-165 |
Ruff, Daniel C. |
Fatigue of Bracings |
108-118 |
Sahu, Birendra Kumar |
Caution to use Fly Ash for Sustainable Development |
48-59 |
Sakano, Masahiro |
Post-Tensioning Steel Beams by Using High Strength Steel Plates |
57-63 |
Sands, Doug |
Strengthening of Queensland Rail's 15 metre PSC Bridge Spans |
28-36 |
Santos, Luís Oliveira |
Extrapolation of creep and shrinkage of concrete bridges measured in situ |
65-72 |
Scheer, Sergio |
Improving Design Process Through Workflow and Document Management |
69-76 |
Schneider, Jens |
Facade Structures with Channel Shaped Glass |
74-82 |
Schneider, Jens |
Fastening of Glass Panes with Undercut Anchors |
83-90 |
Schnellenbach-Held, Martina |
Fuzzy rule based models for structural design decisions |
39-46 |
Schumacher, Ann |
Modern Tubular Truss Bridges |
1-8 |
Schwegler, Gregor |
Methods for strengthening reinforced concrete structures |
1-8 |
Schwesinger, Peter |
An Objective Based Concept of Supervised Life-time Prolongation of Bridges |
58-67 |
Shave, Jonathan |
The Effect of Reinforcement Anchorage on Concrete Shear Capacity |
21-29 |
Shayan, Ahmad |
Value-added Utilisation of Waste Glass in Concrete |
12-21 |
Sheldon, Mark |
Three New World Class Sporting Facilities in Melbourne |
58-69 |
Shepherd, Bernard |
Carbon Fibre Fabric Strengthening of Little River Bridge |
61-68 |
Siebert, Barbara |
Application of glass as load-bearing element in structural engineering |
91-100 |
Siebert, Geralt |
Ecological benefits of second facades made of glass |
62-73 |
Silman, Robert |
The Greening of a Structural Engineering Office |
38-45 |
Simunic, Zelimir |
Test-based Design of the Pag Bridge Compression-Tension Bearings |
151-159 |
Sinha, N K |
Information and Communication Technologies to Assure Better Built Environment |
1-10 |
Smith, Ian F.C. |
Beyond Simulation |
15-23 |
Sobrino, Juan A. |
A New Glass-fibre-reinforced Arch Bridge in Spain |
31-37 |
Sobrino, Juan A. |
Rehabilitation of an existing concrete arch bridge |
21-27 |
Solokhin, Valentine |
Record Breaking Bridge over the Obj River in Surgut |
28-33 |
Solomon-Ayeh, Kwabena |
Advances made in Transportation Structures by the Design and Construction of Timber Vehicular Bridges in Ghana |
9-16 |
Stroeven, Piet |
Promoting Sustainable Development by Portland Cement Blending |
12-21 |
Strukelj, Andrej |
The experimental estimation of the pile skin bearing capacity |
116-123 |
Sun, John |
Suspension Cable Design of San Francisco-Oakland Bay Bridge |
42-54 |
Suwa, Hitoshi |
Portfolio Seismic Risk Assessment for Buildings |
9-16 |
Svensson, Holger |
A Survey of Recent Major Arch Bridges |
119-137 |
TakÁcs, Peter F. |
Deformation Problem of Record Span Concrete Cantilever Bridges |
57-64 |
Tanabe, Tada-aki |
New JSCE Code for Environmental Impact Reduction in Structural Design |
95-110 |
Teigen, Jan |
Strengthening of a Cantilever Concrete Bridge by Stay Cables |
37-45 |
Turner, Harry |
Melton Viaduct Renewal |
10-20 |
Tveit, Per |
Optimal Design of Network Arches |
55-65 |
Van Erp, Gerard |
Development of an Innovative Fibre Composite Deck Unit Bridge |
1-13 |
Vogdt, Frank Ulrich |
IT for Monitoring of the Sustainability Concept of the new Government Buildings |
9-17 |
Wada, Masayoshi |
Development of System for Visualizing of Phenomenon up to Ultimate State of Existing Structures with Image Information Technology |
134-141 |
Wallner, Markus |
Structures Reacting to Environmental Boundary Conditions |
8-14 |
Webb, John |
ABC Sydney Accommodation Project |
41-47 |
Webber, Henry |
Asset Management and Life Extension of Parliamentary Buildings in London |
77-84 |
Weill, Jean-Marc |
The Austerlitz Train Station Case Study in Paris (France) |
21-30 |
Wenzel, Helmut |
The Role of large Research Projects in Structural Engineering |
138-146 |
Wölfel, Roland von |
Construction of the Bridge over the Wilde Gera Valley, the Longest-Spanning Arch Bridge in Germany |
66-73 |
Wyllie, Loring A. |
Improving Our Built Environment in Seismic Regions |
79-84 |
Xiao, Jian-Zhuang |
Study on Shear Strengthening of Concrete Beams with GFRP |
18-26 |
Yamaguchi, Takashi |
Development and Practical Application of Multi-Phase Pseudo-Dynamic Testing System by Using the Internet |
124-133 |
Yamamoto, Toshihiko |
Performance of Stainless Steel Reinforced Concrete Members |
68-76 |
Yang, Weijun |
Reliability Optimal Design Based on the Lifetime Cost of Bridge Structures |
32-38 |
Ye, Aijun |
Seismic Conceptual Design of a Three-tower Cable-stayed Bridge |
26-32 |
Yoon, Jah-Geol |
Baseline Model Evaluation of Seohae Bridge |
29-35 |
Zambrano, Horacio |
Design and Construction of "Chiapas" Bridge, Mexico |
1-8 |
Zhixiang, Zhou |
The Method and Analysis of the Vertically Tensioned Prestressed Concrete Beams |
61-67 |
Zobel, Henryk |
Temperatures and Thermal Movements of Polish Bridges |
56-64 |
Zui, Hiroshi |
Application of energy absorbing connecters to steel girder bridges |
53-65 |