Aktan, Ahmet E. |
Health Monitoring of Major Bridges by SCADA Systems |
23-30 |
Aschrafi, Mehdi |
Cable-Stayed Bridges For Main Spans Exceeding 1000 m |
17-24 |
Atanasovski, Sande |
Design of the Pedestrian Bridge Over River Vardar in Skopje, Republic of Macedonia |
65-70 |
Baek, Sukbong |
Yongjong Grand Bridge: From Design to Construction |
41-49 |
Bartelletti, Raffaello |
Crossing the Stays of Cable-Stayed Bridges |
17-24 |
Bergamini, Andrea |
Nondestructive testing of stay cables |
16-23 |
Bignon, François |
The SEOHAE Grand Bridge Stay Cable |
56-63 |
Biondini, Fabio |
Reliability Assessment of Cable-Stayed Bridges |
36-43 |
Bloomstine, Matthew L. |
Operation Management and Systems for Cable-Supported Bridges |
49-56 |
Bok, Kee-Chan |
SeoHae Bridge for West Coast Expressway |
1-8 |
Bontempi, Franco |
A generalised matrix approach to the aeroelastic analysis of cable-supported bridges |
78-85 |
Bouchon, Emmanuel |
The Beaucaire-Tarascon cable-stayed Bridge over the River Rhone |
57-64 |
Bruno, Domenico |
Deformability and Aerodynamic Stability as Limits in Long Span Bridges |
58-65 |
Cassity, Patrick |
Sequential Stressing of Cable-Stayed Bridges Erected on Falsework |
1-8 |
Chakrabarti, A |
Cable-Stayed Bridges and Role of Authorities – An Indian Scenario |
32-39 |
Chakrabarti, S.P. |
The Sacred Confluence Adorned by a Cable Stayed Bridge |
17-24 |
Chakraborty, B. |
Suspension bridges with cable truss and pre-stressed Cable system |
52-60 |
Chang, S.P. |
Conceptual Design of Cable-Supported Bridges in Korea |
1-7 |
Chen, Chun-Ray |
Load Test of Kao-Ping-Hsi Cable Stayed Bridge |
65-72 |
Cho, Choong Young |
Design of the Yongjong Bridge |
1-6 |
Cho, KS |
Analysis of Composite Cable Stayed Bridge using Program SES |
44-51 |
Choi, Hyung-Jin |
Optimal Sensor Placement to Establish Dynamic Model of Cable Stayed Bridge |
86-93 |
Chon, Chun-su |
Erection of the Seohae cable stayed bridge |
17-24 |
Combault, Jacques |
Cable-Supported Bridges – Feasibility and Quality |
17-24 |
Dai, Jing |
Conceptural Design of The Lingdingyang Channel Crossing Project |
66-72 |
Dai, Yongning |
Second Yangtze River Cable-Stayed Bridge in Nanjing |
74-80 |
De Mirgnda, Mario |
Aerodynamic optimization of decks of cable-stayed bridges |
34-41 |
Del Grosso, Andrea |
Monitoring of Bridges and Concrete Structures with Fibre Optic Sensors in Europe |
15-22 |
Elliott, Jack |
The Use of An Acoustic Monitoring System to Confirm The Integrity of Tensioned Steel Elements in Cable Supported Bridges |
1-7 |
Farooq, Abdul |
Aswan Cable-Stayed Bridge |
8-18 |
Farquhar, Daniel John |
The Bangkok Experience |
81-88 |
Felber, Andreas |
Erection Geometry and Stress Control of Composite Decked Cable-Stayed Bridges |
31-38 |
Feng, Maorun |
Cable-Supported Bridges in China |
25-33 |
Forsberg, Torben |
The Challenge of Constructing a Bridge over the Chacao Channel |
34-41 |
Fouad, Ahmed |
Design and Construction Aspects of The Suez Canal Cable Stayed Bridge |
47-54 |
Franchetti, Paolo |
Time Domain Flutter Analysis of The Vasco Da Gama Bridge |
104-111 |
Frémont, Guy |
The Metro Station "Engenheiro Jamil Sabino" on The River Pinheiros, in São Paulo, Brazil a Cable-Stayed Bridge and Station |
66-73 |
Fu, Gongkang |
Reliability of Parallel Wire Cables for Suspension Bridges |
64-70 |
Fujino, Yozo |
Passive and semi-active Control of Self-Excited Oscillations by Transfer of Internal Energy to Higher Modes of Vibration |
9-14 |
Furuta, Hitoshi |
Cable Tension Control of Cable-Stayed Bridge Using Fuzzy Satisfaction Method and Genetic Algorithm |
39-46 |
Ge, Yaojun |
Flutter Instability of Suspension Bridges during Deck Construction |
25-33 |
Georgakis, Christos T. |
Non-Linear Analysis of Wind-Induced Cable-Deck Interaction |
74-81 |
Ghodrati Amiri, Gholamreza |
Parametric Study of Dynamic Nonlinear Behavior of Cable-Stayed Bridges |
91-98 |
Gil, Heungbae |
Cable Erection of Spatial Self-anchored Suspension Bridge |
17-24 |
Guo, Hongxian |
Great Cable-Supported Bridges and Education |
8-15 |
Hernández, Santiago |
Virtual Visualization of Aeroelastic Behavior of Suspension Bridges |
42-49 |
Hirano, Shigeru |
Aerodynamic Stability of Long-Span Suspension Bridge with Slotted Girder |
9-16 |
Hou, Yincheng |
A Novel Stay Cable System |
64-71 |
Hou, Yincheng |
The Projecting and Designing of Uddevalla Bridge |
44-51 |
Hwang, Eui-Seung |
Thermal Effects of a Cable Stayed Bridge |
41-48 |
Iemura, Hirokazu |
Application of Structural Control Technologies to Seismic Retrofit of a Cable-Stayed Bridge |
56-63 |
Ikeda, Koichi |
Hanging Transport Erection Method for Cable-stayed Bridge (Kao-Ping Hsi Bridge Steel Deck Erection Report) |
16-23 |
Infanti, Samuele |
Seismic Protection of Seohae Bridge Approaches through Viscous Dampers |
9-16 |
Iwasaki, Hidetaka |
Precision of Ef Method for Evaluating Load-Carrying Capacity of Long-Span Cable-Stayed Bridges and Its Ultimate Strength Check |
17-24 |
Jensen, Poul Ove |
The Beauty of Suspended Structures |
73-80 |
Jeong, Un Yong |
Finite Element Analysis of Turbulent Wind Forces Acting on Full-Scale Section of Cable-Supported Bridges |
66-73 |
Jo, Byung-Wan |
Stress Properties of Anchorage Zone in the Cable-Stayed Bridge |
70-77 |
Jung, Hyung-Jo |
Benchmark Control Problem for Seismically Excited Cable-Stayed Bridges Using Smart Damping Strategies |
40-47 |
Just, Alar |
Experimental and Analythical Studies of Cable-stayed Timber Bridge |
81-88 |
Kaczinski, Mark |
Corrosion Protection of Cables |
71-77 |
Kanok-Nukulchai, Worsak |
An Artificial Neural Network for Conceptual Design of Cable-Stayed Bridges |
6-13 |
Kato, Toshiaki |
Design and Construction of Extradosed Bridge - Miyakodagawa bridge - in the New Tomei Expressway |
9-16 |
Katou, Hisaaki |
Design of a steel cable-stayed bridge with tetrahedral tower |
97-104 |
Kim, Chul-Young |
Ambient Vibration Tests on Two Cable-Supported Bridges in Korea |
88-95 |
Kim, Jae Kwan |
Three-Dimensional Topographic Effects on the Seismic Response of A Three-Span Cable Stayed Bridge |
57-64 |
Kim, Sung Kon |
Intelligent Bridge Maintenance System Development for Seohae Grand Bridge |
33-40 |
Kim, Sung-Kon |
Development of computerized management system for cable-supported bridge |
32-39 |
Kim, Woo-Jin |
Determination of Effective Cable Stayed Bridge Link Pin Non-Destructive Test Method |
33-40 |
Kim, Woo-Jong |
Design and Construction of Precast Panels for the Composite Cable-Stayed Bridge |
41-46 |
Kim, Young-Min |
Aerodynamic Forces Acting on Rectangular-Shaped Bridge Decks |
87-94 |
Kisin, Srdjan |
The Torsional Stability of the Bridges Centrally Supported by Cables |
1-8 |
Kitagawa, Makoto |
Maintenance of the Honshu-Shikoku Bridges |
34-41 |
Kitagawa, Makoto |
Stability Studies of Ultra-Long Four Span Suspension Bridge |
9-16 |
Kiviluoma, Risto |
Monitoring Wind-Induced Vibrations by Portable Instrumentation |
64-71 |
Kobayashi, Hiroshi |
A Survey on Control Methods of Aerodynamic Vibration |
95-103 |
Koh, Hyun Moo |
Performance Evaluation and Cost Effectiveness of Semi-Active Vibration Control System for Cable-Stayed Bridges Under Earthquake Excitation |
48-55 |
Kulbach, Valdek |
Analysis of a Self-Anchored Suspension Bridge in Estonia |
86-93 |
Kumarasena, Sena T. |
U. S. Grant Bridge Replacement Project Steel Alternate Design |
19-26 |
Lau, C.K. |
Development of Cable-Supported Bridges in Hong Kong - From Tsing Ma Bridge to Stonecutter Bridge |
42-49 |
Lecinq, Benoit |
French Recommendations for Stay Cables |
33-40 |
Lecroq, Philippe |
Replacement of the suspension cables of the Tancarville Bridge |
78-85 |
Lee, Jae-Hoon |
Ductility of Spirally Reinforced Columns for Lateral Loads |
115-122 |
Loh, Chin-Hsiung |
Development of Bridge Seismic Monitoring Program in Taiwan |
1-8 |
Loizias, Marcos P. |
Recent Developments in Concrete Cable-Stayed Bridges in The United States |
58-65 |
Long, Hou Jin |
Key Technologies Applied To the HaicangSuspension Bridge in China |
72-78 |
Lou, Zhuanghong |
Cable-stayed Bridges in China |
1-8 |
Lu, Jianming |
Engineering Control of HuMen Suspension Bridge |
102-109 |
Maeda, Ken-ichi |
Applicability of CFRP Cables to Ultra Long-Span Suspension Bridges |
83-90 |
Matson, Darryl |
Lions' Gate Suspension Bridge Suspended Structure Replacement |
57-63 |
Mayer, Sven |
Parametric Study of the Dynamic Response a Cable-Stayed Bridge |
99-106 |
Morgenthal, Guido |
Numerical Models for Bridge Deck Aerodynamics and Their Validation |
50-57 |
Myrvoll, Frank |
Automatic Structural and Environmental Monitoring System for the Performance Program on Dolsan Cable-stayed Bridge |
24-31 |
Nagai, Masatsugu |
Effect of cable size on static and dynamic instabilities of long-span cable-stayed bridges |
33-40 |
Nakagawa, Tomokazu |
Structural Characteristics of a Cable-Trussed Bridge |
41-48 |
Nevařil, Aleš |
FEM Analysis of Bridge-Type Cable System |
20-27 |
Niihara, Yuji |
Wind and seismic investigations on new type composite cable-stayed bridge |
17-24 |
Nilsson, Bo-Gunnar |
The maintenance of Uddevalla Bridge |
1-7 |
Nogami, Kuniei |
Ultimate Strength Analysis of Steel Tower of 3000-Meter Super Long-Span Suspension Bridge Based on Rigid-Body Spring Model |
14-19 |
Noguchi, Jiro |
Feasibility design on cable-stayed bridges with H-shaped main girders |
65-72 |
Noguchi, Jiro |
On safety factor of cables in steel cable-stayed bridges |
49-56 |
Noro, Tadayuki |
Material Properties of Carbon-fiber Cables for Suspension Bridges |
1-8 |
Ogawa, Ruka |
Active tendon control of a bridge vibration by a control cable |
16-23 |
Okada, Toru |
Suppression of Coupled Flutter of a Bridge Deck by Gyroscopic Damper |
1-8 |
Paik, Jong-Gyun |
Geometry Control of Cable-Stayed Bridge in SeoHae Bridge |
24-30 |
Park, Chan-Min |
Design of the Cable-Stayed Bridge in SeoHae Bridge |
1-8 |
Park, Chan-Min |
Seismic Design Strategy in SeoHae Bridge |
107-114 |
Park, Youngsuk |
Nonlinear Analysis of 3-D PC Cable-Stayed Bridges |
94-101 |
Peiretti, Hugo Corres |
Construction and Design of a new multi-cable suspension bridge in Elche (Spain) |
49-56 |
Petit, Sébastien |
Recent suspension footbridges in France |
47-56 |
Reis, António J. |
Asymmetric and Curved Cable-Stayed Bridges |
42-49 |
Richardson Asir, R. |
Garden City Sky Way Bridge |
55-63 |
Roberts, James E. |
Seismic Considerations in the Design of Cable Supported Bridges |
8-16 |
Rodado, Juan |
Multi-span cable stayed bridges |
25-33 |
Rogers, Edwin |
Design and Construction of the My Thuan Bridge, Vietnam |
52-65 |
Ru-cheng, Xiao |
Influence Matrix Method of Cable Tension Optimization for Long-Span Cable-Stayed Bridges |
1-5 |
Ru-cheng, Xiao |
Research of the Dynamic Behavior of Long Span Suspension Bridges Under Static Wind Load |
82-86 |
Saad, Fathy |
Design Concept for Large Bridges |
50-57 |
Schlaich, Mike |
The Glacis Bridge in Ingolstadt, Germany – Design and Construction |
1-7 |
Seo-Kyung, Cho |
Seohae Bridge Starter Erection without Pier Bracket |
9-15 |
Serzan, Kenneth |
Advances In Suspension Bridge Design - The New Carquinez Bridge |
81-88 |
Shen, Chi |
A Proposal for Seismic Performance Evaluation of Steel Cable-Stayed Bridge |
49-56 |
Sjøgren, Leif |
Storebælt and Øresund: Strategies, a Comparative Analysis |
24-31 |
Smyth, Andrew |
Nonlinear System Identification and Structural Health Monitoring of Bridges Through the Use of Reduced-Order Models |
31-37 |
Song, Yoon-hwan |
Design and Construction of the Seohae Approach Viaducts |
25-32 |
Surovtsev, Vladimir P. |
Analysis of cable-stayed bridge over river Ob in Siberia (Russia) |
33-40 |
Sushida, Ken |
Structural Characteristics of Save River Bridge-Five-spans Un-stiffened Suspension Bridge |
73-80 |
Takami, Katsuhiko |
Long-Time Behavior of Extradosed Composite Bridges |
57-64 |
Tang, Chia-Chih |
Curvature Effect on Stability Analysis of Cable-Stayed Bridges |
9-16 |
Tang, Fang-Fu |
Innovative Design of Composite Cable-Supported Bridge |
27-35 |
Tang, Man-Chung |
Design of the Main Spans of the Seohae Grand Bridge |
36-43 |
Tang, Man-Chung |
Design of the New San Francisco-Oakland Bay Bridge |
1-8 |
Tao, Jian Ren |
Construction of The My Thuan Bridge |
1-8 |
Tarui, Toshimi |
Development of High Strength Galvanized Steel Wire for Bridge Cable |
33-40 |
Tian, Zhong-chu |
Monitoring and Controlling of Poyang Lake Bridge |
80-87 |
Tirkkonen, Timo |
FE-modelling for the evaluation of suspension bridges |
28-35 |
Torrejon, Jorge |
Soil-Structure Interaction Effects for Design of Rama 8 Bridge in Bangkok |
25-32 |
Torrejon, Jorge E. |
Design of the Rama 8 Bridge in Bangkok |
25-32 |
Vincentsen, Leif J. |
Operation and Maintenance of the Great Belt Bridge |
40-48 |
Wang, Haijun |
Displacement Characteristics of Compound Bridge of Suspension Bridges and Cable-stayed Bridges |
9-16 |
Watanabe, Eiichi |
Egret Bridge Over River Yoshino: A New Cable Truss Bridge |
41-48 |
Watanabe, Hirofumi |
Design and Construction of Dainichibashi |
25-32 |
Wei, Huang |
Epoxy Asphalt Pavement of Second Yangtze River Bridge |
49-56 |
Wenzel, Helmut |
Damage Detection in post tensioned Cables by Ambient Vibration Monitoring |
38-48 |
Xiao, Enyuan |
Gravity Stiffness of Suspended Cable |
61-69 |
Xiaxin, Tao |
Power Spectral Density Function of Ground Motion for Seismic Design of Large Bridge |
73-82 |
Xu, Liang |
Health monitoring of suspension bridges by global position system |
8-15 |
Yamada, Fumihiko |
Seismic Design of Hybrid Curved Cable-Stayed Bridge |
41-48 |
Yamazaki, Takefumi |
The Design of the Yongjong Grand Suspension Bridge |
9-16 |
Yang, De-Can |
Stiffness Characteristics of Cable-Supported Bridges |
73-80 |
Yang, Guozhong |
Design of the Main Structure of Tongling Yangtze River Bridge |
89-96 |
Yang, Yong |
The Ultimate Load-Carrying Capacity of Concrete Cable-Stayed Bridges |
17-24 |
Yoneda, Masahiro |
Dynamic Response Characteristics of a Running Vehicle on the Oscillating Cable-stayed Bridge with Roughness on its Surface |
25-32 |
Yoon, Man-Guen |
The Construction of the Youngjong Grand Bridge (Self Anchored Suspension bridge) |
50-57 |
Yoshida, Kentaro |
Strength of composite girder for new type cable-stayed bridge |
25-32 |
Yoshida, Yoshitaka |
Design and erection of superstructure of Shin-Onomichi Bridge |
105-113 |
Yun, Chung Bang |
Damage Estimation Method for Bridge under Traffic Loadings |
96-103 |
Zhang, Qiwei |
A Preliminary Study on Modal Variability of a Cable-stayed Bridge |
72-79 |
Zhenzheng, Fang |
Behavior of Cable Stayed Bridge with Fixed Tower, Girder and Pier |
62-92 |
Zhu, Xi |
Seismic Analysis of Cable-stayed Bridge for Multi-supported Excitations |
1-8 |
Zilch, Konrad |
Development in testing of stay cables |
57-64 |