Abdul-Aziz, Ra'ad A. |
The structural Damages of the National Library Building in Baghdad, Iraq |
69-75 |
Abulmagd, Sherief |
A Twelve Story Concrete Building Collapsed During Fire Distinguishing in Cairo |
9-14 |
Alexander, Stuart |
Application of Standard Events in Design against Disproportionate Collapse |
41-46 |
Andersen, Jacob E |
Maximizing Return of Investment to a Structural Monitoring System by optimal configuration and good User Interface |
56-62 |
Arioğlu, Ersin |
Performance Evaluation of the Adapazari City Hall Building Retrofitted Prior to the August 17, 1999 East Marmara Earthquake (Mw 7.4) |
17-24 |
Bai, Yong |
Rapid Bridge Replacement After An Extreme Event |
25-32 |
Baptista, António M. |
Preparing coastal communities for tsunamis: what have we learned? |
21-33 |
Bartlett, F. Michael |
Failure Tests of Full-scale Houses using Realistic Wind Loads |
38-45 |
Becue, Philippe |
Design of the EPR Containment |
85-92 |
Bessason, Bjarni |
Base-Isolated Bridge subjected for a Near-Field Major Earthquake |
1-8 |
Bob, Corneliu |
Classic and Modern Rehabilitation Techniques in Seismic Zones |
41-48 |
Bob, Corneliu |
New Techniques for Rehabilitation of Masonry Structures |
16-22 |
Branco, Fernando A. |
A Safety Barrier for Aircraft Accidents: The Madeira Island Airport New Runway |
38-44 |
Bruneau, Michel |
Enhancing the Resilience of Communities against Extreme Events from an Earthquake Engineering Perspective |
99-106 |
Bucur-Horváth, Ildikó |
Analysis of the Landslide Hazard for Buildings and Urban Areas |
1-8 |
Caetano, Elsa |
Study of the potential of collapse of a footbridge under vandal loads |
45-52 |
Camilleri, Denis H. |
Tsunami Construction Risks in The Mediterranean – Outling Malta's Scenario |
9-16 |
Campione, Giuseppe |
Retrofitting of Existing Steel MR-Frames by Encasing the Columns |
1-8 |
Chauvel, Danièle |
Comparison of Simplified and Sophisticated Impact Analysis Methods |
93-100 |
Chen, Airong |
Aerodynamic Problems of a Super-long Span Cable-stayed Bridge |
74-81 |
Chen, Dewei |
The Way to Assess the Status of Cables During Service Period for DFS Yangtze River Bridge (Cable-stayed Bridge) |
1-6 |
Choo, Jinkyo F. |
Neural network-based damage detection in civil structures subject to seismic loading |
63-70 |
Coenders, Jeroen |
Proposal for a Quick Building Assessment Tool for Progressive Collapse |
73-80 |
Consolazio, Gary |
Assessing Bridge Pier Response to Barge Collision Loads |
9-16 |
Correia, João R. |
Permit Checking of Vehicular Overloads: A New Methodology |
66-73 |
Cuoco, Daniel |
Dealing with Design Deficiencies: Case Studies and Lessons Learned |
55-62 |
de Wilde, Th.S. |
3D Risk Assessment for Real Estate near Infrastructure |
121-128 |
Demarzo, Mauro A. |
Case of a Fatal Accident in the Wood Roof Trusses of a Church |
34-41 |
Desai, Neeraj D. |
Aseismic Design Philosophy for the New Two Lane Surajbari Bridge Across Hadakiya Creek |
68-73 |
Di Sarno, L. |
Dealing With Earthquakes: Lisbon And Other Historical Lessons |
91-98 |
Dotreppe, Jean-Claude |
Failure of a tied-arch bridge submitted to a severe localized fire |
15-22 |
Dutoit, Daniel |
Study of a railway composite bridge in case of truss diagonal bar collapse |
53-57 |
Enevoldsen, Ib |
Probability-Based Safety Assessment of Bridges for Vessel Impact |
42-52 |
Eyer, Patrick |
A reinsurer examines construction risks |
47-51 |
Faggiano, Beatrice |
The SFT: An Innovative Solution for Waterway Strait Crossings |
36-42 |
Falkner, Horst |
Reuse of Slabs Prestressed with Unbonded Tendons after Fire Exposure |
23-30 |
Fang, Dongping |
Risk Assessment Model for 2008 Olympic Venues Construction |
107-113 |
Ferreira, Miguel |
Effects of Spatial Variability of Earthquake Ground Motion |
73-80 |
Fontana, Mario |
Fires in Buildings |
53-63 |
Franchi, Alberto |
Analytical and experimental procedures for the realigning of the 26th floor of the "Pirelli" tall building after the airplane crash on April 2002 |
109-116 |
Frangi, Andrea |
Fire performance based design of multi-storey timber buildings |
99-106 |
Frangov, Georgi |
Landslide Stabilization on a Mountain Road in North Bulgaria |
29-34 |
García, Luis E. |
Effects of the Terrorist Attack on the El Nogal Building in Bogotá, Colombia |
41-48 |
Ge, Yao Jun |
Long-Span Bridges and Extreme Wind Effects |
30-37 |
Geier, Roman |
Earthquake Assessment of Bridges by Vibration Measurements |
48-55 |
Giordano, Luca |
Safety Evaluation and Repair of Gordana Bridge Piers |
9-16 |
Gordon, Chris |
Inspection Planning in Support of Defect Detection |
52-58 |
Grundy, Paul |
Disaster reduction on the coasts of the Indian Ocean |
57-62 |
Guerreiro, Luis |
Base Isolation for Seismic Protection — The new hospital in Lisbon |
35-42 |
Günther, Hans-Peter |
Rehabilitation of Welded Joints by Ultrasonic Impact Treatment (UIT) |
71-77 |
Gupta, R.K. |
Reconstruction of Washed Away Railway Bridge Over River Gandak |
17-22 |
Hauge, Lars |
Design of the bridges of Busan-Geoje Fixed Link |
19-26 |
Hauke, Bernhard |
Blast Resistant Composite Column and Wall Systems |
33-40 |
Heiden, Marko |
Response of a High-Speed Train Bridge Under the Extreme Event of a Passing Train and an Earthquake |
97-102 |
Heiduschke, Andreas |
Seismic Performance of Moment-Resisting Timber Frames with Fibre Reinforced and Densified Connections |
103-110 |
Huber, Peter |
New Design Approaches And Related Devices To Reduce Seismic Risk |
41-48 |
Kalantari, Afshin |
Application of Autonomous Semi-Active Control To the Liquid Storage Tanks |
69-76 |
Kamura, Takehiro |
Response Control On Long Spanned Floor With Tuned Mass Damper |
33-40 |
Kanda, Jun |
Reliability–based Design Earthquake Ground Motions for Extremely Rare Events |
135-142 |
Kärnä, Tuomo |
Structures exposed to attacks |
49-56 |
Katz, Casimir |
Experiences with Hot Design for Fire Events in Structural Engineering |
84-90 |
Kawulok, Marian |
Actions of Mining Ground Deformations on Structures |
23-28 |
Kayvani, Kourosh |
Structural Engineering for Impact and Blast using Nonlinear FEA |
58-65 |
Kim, HyunJin |
Rehabilitation Options for Reducing Progressive Collapse in RC Frame Structures |
65-72 |
Kishi, Norimitsu |
Development of Three-Layered Absorbing System for Rock-Sheds |
17-22 |
Kite, Steve |
Stonecutters Bridge — Design for Extreme Events |
27-34 |
Kliukas, Romualdas |
Investigation of Damage in Concrete Columns under Variable Loading |
25-32 |
Knobloch, Markus |
Local buckling behaviour under fire conditions |
1-8 |
Koh, Hyun-Moo |
Risk-based Optimum Design of Seismically Isolated Bridges in a Region of Low to Moderate Seismicity |
77-84 |
Kohzu, Isao |
Low Cycle Fatigue Damage of Steel Frame under Random Excitations |
89-96 |
Kott, Alexander |
Structural Capacity of Laminated Glass Damaged by Accidental Action |
1-8 |
Kudzys, Antanas |
On Reliability of Spun RC Poles for Power Lines under Extreme Actions |
1-8 |
Kyriakides, Nicholas |
Earthquake Risk Assessment. Case Study: Cyprus |
67-74 |
Lane, John |
Managing Risks to Railway Infrastructure from Water Action |
23-30 |
Larose, Guy L. |
Hurricanes, extra-tropical wind storms and the construction phase of long-span bridges |
40-41 |
Lemmerer, Johann |
Fire Loading of Highly Fire-Resistant Concrete Tunnel Linings |
31-38 |
Leon, Roberto T. |
Testing of a Full-Scale URM Structure Following Seismic Retrofit |
57-64 |
Liolios, Asterios |
Design of Twin Leaf Balanced Cantilever Bridges in Greece under Seismic Conditions |
143-148 |
Liu, Chengmao |
Structural Vulnerability Analysis of Three Dimensional Truss |
57-64 |
Lu, Xilin |
Test and Analysis for a Shaking Table Model of Hybrid Structures |
111-117 |
Lyle, John |
Designing for Extreme Events |
74-84 |
Makkonen, Lasse |
A New Approach to Estimating Return Periods of Extreme Events |
75-82 |
Malaval, Sophie |
Very high temperature behaviour of a typical concrete from a nuclear power plant |
117-124 |
Manjure, Padmakar |
Restoration of Khuni Nallah Bridge |
40-46 |
Mcgormley, Jonathan C. |
Assessment of Sports Stadium Damaged During Construction Accident |
26-33 |
Mcgormley, Jonathan C. |
Collapse of the State Route 69 Bridge over the Tennessee River |
18-25 |
McRobie, Allan |
The Bayesian Approach to Extreme Events |
59-66 |
Medeot, Renzo |
The European Standard on Anti-Seismic Devices |
49-53 |
Miyamoto, Ayaho |
Safety Control System for Accidents during Bridge Construction Works |
1-8 |
Montens, Serge |
Extreme events applied to urban bridges: example of Paris bridges since the Middle Age |
47-53 |
Müllers, Ingo |
Column Failure as a Hazard Scenario for Flat Slab Structures |
18-24 |
Mumenthaler, Christian |
The risk panorama: A reinsurer's view |
34-39 |
Nader, Marwan |
The New San Francisco Oakland Bay Bridge Self Anchored Suspension Span — Designed to Sustain a Maximum Credible Earthquake |
9-18 |
Nogueiro, Pedro |
Residual Strength of a Steel-Concrete Composite Structure Subjected to a Design Seismic Event Followed by Fire |
61-68 |
Nugent, William |
Post-Typhoon Assessment of an Underdesigned Facade System |
17-22 |
Nunes, Lina |
Impact of drywood termites in the Islands of Azores |
114-120 |
Oliveira, Carlos Sousa |
Description of the 1755 Lisbon Earthquake, its Extension, Causes and Effects. The Tremblor. The Tsunami. The fire. |
1-20 |
Oliveira, Cristina |
Buckling and Yielding Trigger Devices for Seismically Isolated Railway Bridges |
23-24 |
Omer, Ehat |
Simplified Method for Failure Assessment of Composite Slabs Subject to Fire |
39-46 |
Palka, Pierpaolo |
GIS maps, historic structures conservation and seismic vulnerability assessment |
83-90 |
Park, Chan-Min |
Seismic Retrofit in Moderate Seismicity Regions Using Limited Ductility Concept |
81-88 |
Park, Jongchil |
Monitoring Long-term Behaviors of Seohae Cable-stayed Bridge |
32-39 |
Park, Kwan-Soon |
Fuzzy Control of Seismic Responses of Cable-Stayed Bridges |
85-92 |
Pavlov, Andrey |
Extreme Snow Loads on Dome Roofs of Buildings and Structures |
31-35 |
Pinho, Fernando |
Seismic Behaviour of Limestone Masonry Buildings |
118-125 |
Popovic, Predrag L. |
Failures of Temporary Shoring |
49-54 |
Popovic, Predrag L. |
Partial Collapse During Construction of a High Rise Building Due to Fire |
42-48 |
Radic, Jure |
Assessing Bridge Serviceability by Evaluation of Dynamic Parameters |
24-31 |
Reis, António |
Span Roofs for EURO 2004 Stadia: Modelling Wind Action Effects |
51-59 |
Retzepis, Ioannis |
Collapse of Stands due to Crowd-Induced Vibrations |
26-32 |
Roetzer, Josef |
Effect of a Valve Fire to the Dome Structure of a LNG-Tank |
54-60 |
Romo, José |
High speed railway bridges in seismic areas |
54-60 |
Romo, José |
Seismic Design of the Chacao Channel Bridge |
60-67 |
Sakurai, Shuji |
Snow Depth Distributions for a Single and Two-level Flat Roof based on Wind Tunnel Investigations and Field Measurements of Snow Accumulations |
43-50 |
Santos, Sergio H. C. |
Reliability of Structures for Earthquake and Wind Loads in Brazil |
9-16 |
Sayedahmed, Ezzeldin |
A Proposal to Deter Residential Houses Cracking Due to Subsurface Blasting |
1-8 |
Schellenberg, Kristian |
Swiss Rockfall Galleries – Impact Load |
9-16 |
Schleifer, Vanessa |
Fire behaviour of light timber frame wall assemblies |
107-114 |
Schnellenbach-Held, Martina |
Online Expert Systems & Risk Analysis in Change Management |
9-17 |
Sengupta, S. |
Structural Retrofitting of Buildings affected by Earthquake in India with intensity of 7.7 on Richter Scale |
9-15 |
Sesar, Petar |
Impact of wind bora on Croatian highways and bridges |
23-29 |
Shestoperov, German |
Damages to bridges and structures caused by deformation of soil bases |
35-39 |
Shimazaki, Kazushi |
Damage Level Evaluation of Existing R/C Buildings under an Earthquake |
65-72 |
Siang, Lee Choon |
Causes and Retrofitting for Failure at Kuala Lumpur MRR II Highway Viaduct Malaysia |
9-17 |
Snijder, Bert H.H. |
Sensitivity to Ponding of Roof Structures under Heavy Rainfall |
1-8 |
Soetens, Frans |
Floating Aluminium Roads |
51-56 |
Starossek, Uwe |
Progressive Collapse: Design Strategies |
9-16 |
Stefanovic, Predrag |
Seismic Structural Safety of the Existing Bridges |
129-134 |
Suter, René |
Reinforcement of bridge piers with FRP sheets to resist vehicle impact |
125-130 |
Suter, René |
Steel fibre reinforcement for tunnels under severe geological conditions |
59-65 |
Takamatsu, Takao |
Rehabilitation Technique of Exposed-type Column Bases in an Existing Gymnasium by use of Wedge Device |
61-68 |
Teuffel, Patrick |
Smart structures and extreme events |
17-23 |
Toyooka, Akihiro |
Effect of the Rail Track on Dynamic Behavior of the Base-Isolated Railway Bridges |
25-32 |
Treyger, Semyon |
Seismic Analysis and Design of the New Tacoma Narrows Suspension Bridge |
1-8 |
Tyagunov, Sergey |
Vulnerability And Risk Analysis For Earthquake Prone Communities |
33-40 |
Vákár, L.I. |
Fire Resistant Canopy Glazing Design |
91-98 |
van Breugel, Klaas |
Multidisciplinarity of engineering concepts for dealing with extreme events |
64-78 |
Vivan, Nastaran |
Long Bien Bridge Restoration Study, Hanoi, Vietnam |
82-89 |
Vlassis, Anastasios |
Simplified Progressive Collapse Analysis of Floor Systems |
25-32 |
Volkwein, Axel |
Protection from Landslides and High Speed Rockfall Events: Reconstruction of Chapman's Peak Drive |
47-54 |
Wada, Akira |
Damage Controlled Structures for Extreme Loading |
87-98 |
Waleed, Nadia |
Strength of Timber Scaffold Boards under Impact Loading |
101-108 |
Wenzel, Fritz |
Engineering Studies on the Main Dome and the Main Pillars of the Hagia Sophia in Istanbul |
1-8 |
Whatling, Peter |
Ponte Vasco da Gama, Central Viaduct, Design and Construction |
43-50 |
Wight, James |
HPFRCC Coupling Beams for Earthquake-Resistant Wall Structures |
33-40 |
Wolinski, Szczepan |
Control of Human Errors Through the Design Supervision and Execution Inspection |
1-8 |
Wong, M. B. |
Temperature Analysis and the Collapse of World Trade Center Towers |
76-83 |
Wyllie, Loring A. |
Designing to Prevent Progressive Collapse |
79-86 |
Xu, Ming |
The earth pressure behind full-height integral abutments |
55-58 |
Yamaguhi, Takashi |
An Experimental Study on Performance of Joints for Composite Truss Bridge |
49-56 |
Yamakawa, Tetsuo |
An Emergency Seismic Retrofit for Shear Damaged RC Short Columns Immediately After Earthquake Attack |
9-16 |
Yin, Beile |
Seismic Design of Movable Bridges |
149-154 |
Yu, H X |
Integrated Blast & Fire Analysis of Steel Structures |
17-24 |
Yuan, Peng |
Analysis of a Cable-Stayed Bridge Subjected to Multi-Barge Flotilla Impact |
33-37 |
Zoli, Ted |
Design of Long Span Bridges for Cable Loss |
17-25 |
Zwicky, Daia |
Structural Safety Assessment and Classification of Concrete Structures |
40-47 |