Special Structures 2011 Issue 2 Multi-scale Reliability Analysis for Steel Box Girder of Long-span Cable-stayed Bridges

Multi-scale Reliability Analysis for Steel Box Girder of Long-span Cable-stayed Bridges
Yao Xiaozheng;Li Aiqun;SunPeng

..............page:69-74

The Application Development and Its Analysis of Steel Tube-confined Concrete in Bridge Engineering
Jin Lixin;Guo Huiqian

..............page:80-84

Discussion on the Influence of the Transmission Line\'s Mechanical Behaviors Caused by Transmission Tower Distortion
Zeng Gensheng

..............page:9-11

Expanding Study of the Design Formulas of Anchor Bolts for Fixed Non-embedded Base of Steel Column
ChenZhong

..............page:17-21,65

Finite Element Analysis for the Lifting Process of Internal Steel Tube Using Separated Circular Beam
XiongXiong;Zhou Leijing;CaoYang

..............page:40-43

Research on the Fundamental Vibration Period of Building
ZhaoJing;Liu Wenfeng

..............page:30-32

Design of Cable-Stayed Bridge with Spatial Four Towers
zong xue mei ; du kun ; lu peng ; long gang

..............page:89-93

Construction of Manual Dig-pouring Pile in the Extra Big Bridge Construction of One Railway Special Line
Yang Shengqiao

..............page:107-108,102

Moving and Renovation Engineering of a Heritage Building
han ji yun ; sun bin ; chang ping ping ; lan wu ji

..............page:109-113

The Analysis of the Inspection Well Desease and Its Improvement Measures in Urban Asphaltic Roads
HuangQian;Guo Qingping

..............page:44-47

Design Analysis and Construction Key Points of One U-channal Road Trench
Yao Xiaoli

..............page:98-102

Simply Talking about Geosynthetics and Its Application Practice in Road Engineering
Zhou Xiaohuan

..............page:94-97

Comfort Design of the Floor Vibration Due to Human Walking
LouYu;Lv Zuochao;HuangJian

..............page:1-4,29

Stress Analysis in Shape Formation of Post-tensioned and Shaped Hypar Space Truss
Chen Dongzhao;Hao Jiping;Yuan Hailong

..............page:25-29

Analysis and Design of Double Hyperbolic Shell of One Office Building Roof (Ⅱ)
Huang Xianghai;Zhu Xiaojun;Liang shuting

..............page:33-35,68

The Application of Vibro-replacement Stone Technology for the Foundation Treatment of One Cooling Tower in Power Plant
HuangGang;Chu Hongxia

..............page:52-55

The Application of High Vacuum Densification Method in the Landing Reclamation Treatment in Caofeidian Region
zhu ya juan ; lou xiao ming ; xu shi long ; wang wen bin

..............page:103-106,93

Fluid-Structure Coupling Dynamic Response Analysis of Reinforced Concrete Water Tower
ZhangJun;Zhou Huanlin;Niu Zhongrong

..............page:56-59

Research on Application of Response Surface Method in Structural Reliability Analysis
ding you liang ; li ai qun ; deng yang ; sun jun

..............page:12-16

Contrast Analysis of Torque and Shear Stress of Small Radius Continuous Curved Box-girder Bridge
Liu Nengwen

..............page:85-88

The Damage Causes of Tower Cranes under Earthquake and the Current Research Situation about Dynamic Analysis
Li Yunling;AiBing;LiBo

..............page:66-68

xin xi dong tai

..............page:43,119-120,前插1

Finite Element Analysis on Signboard Structure under Wind Load
Zhang Chuanbin;Yang Bangcheng;YaoJi

..............page:22-24

Investigation of Vertical Seismic Responses of Long Span Cable-stayed Space Truss
Sun Jianqin;Li Conglin

..............page:60-65

Inspection of City Long-span Bridge Construction in the USA(Ⅱ)
Mu Xiangchun

..............page:114-119

The Influence Analysis of Mechanical Property of Cable Bridge Caused by Different Suspension Cable Injury
Zheng Yilong

..............page:75-79,74

Fracture Test and Numerical Analysis of E43-type Welding notched bar
Wang Wanzhen;Hao Xuchang;Wang Antao

..............page:5-8

The Design Discussion of the Traffic Sign Structure\'s Outer Rigid Circle Column Base
Du Yudong

..............page:36-39

The Analysis and Countermeasures of Stress Concentration on Steel Coal Bunker Headwall Near Supports
PanYue;Wang Mogeng

..............page:48-51