Results 211 to 220 of about 1,982 (245)

Determination of reasonable finished state of self-anchored suspension bridges

Journal of Central South University, 2016
A systematic and generic procedure for the determination of the reasonable finished state of self-anchored suspension bridges is proposed, the realization of which is mainly through adjustment of the hanger tensions. The initial hanger tensions are first obtained through an iterative analysis by combining the girder-tower-only finite element (FE) model
Jian-hui Li, Dong-ming Feng, Ai-qun Li, Hui-hui Yuan   +3 more
openaire   +1 more source

The Dynamic Analysis of Self-Anchored Suspension Bridge Based on Ansys

Applied Mechanics and Materials, 2010
In this paper Ansys, the difite element analysis software, is used to make model analysis on self-anchored suspension bridges achieve the intrinsic frequency and inherent vibrating mode of its first ten bands. Simutaneously, a transient dynamic analysis is made to research the impact of the deformation of the self-suspension bridge under a moving load ...
Bang Sheng Xing, Changlun Du, Xue Feng Wang   +2 more
openaire   +1 more source

Investigations of Finite Element Model for a Self-Anchored Suspension Bridge

2010 International Conference on E-Product E-Service and E-Entertainment, 2010
Three finite element (FE) models were compared for a self-anchored suspension bridge in order to obtain the appropriate analysis model that provides the basis of long term monitoring and safety evaluation for the bridge. The shell element and two types of beam elements based on grillage method are used to simulate the steel box stiffening girder of the
Tielin Liu, Changlong Sun, Hong Liu
openaire   +1 more source

Self-Anchored Suspension Bridges

Journal of Bridge Engineering, 2001
Gregor P. Wollmann, John A. Ochsendorf, David P. Billington   +2 more
openaire   +1 more source

Research on Seismic Response Reduction of Self-Anchored Suspension Bridge

2009
Because self-anchored suspension bridge is a floating system, some seismic reduction devices are installed between tower and stiffening girder to re- duce the displacements and forces induced by longitudinal seismic wave. Using time history analysis method, the pounding process of a concrete self-anchored suspension bridge with main span of 180m is ...
Meng Jiang, Wenliang Qiu, Baochu Yu
openaire   +1 more source

Analysis of a Self-Anchored Suspension Bridge in Estonia

IABSE Symposium, Seoul 2001: Cable-Supported Bridges - Challenging Technical Limits, 2001
Valdek Kulbach, Ivar Talvik
openaire   +1 more source

Sensitivity analysis in seismic reliability of an urban self-anchored suspension bridge

Mechanical Systems and Signal Processing, 2022
Zhiyuan Xia, Ser Tong Quek, Aiqun Li
exaly  

Discussion of “Meehan on Self-Anchored Suspension Bridge”

Transactions of the American Society of Civil Engineers, 1942
A. J. Meehan, C. B. McCullough, Jaroslav J. Polivka, William Bertwell, A. A. Eremin   +4 more
openaire   +1 more source

The Construction of the Youngjong Grand Bridge (Self Anchored Suspension bridge)

IABSE Symposium, Seoul 2001: Cable-Supported Bridges - Challenging Technical Limits, 2001
Man-Guen Yoon, Hyan-Yang Shin, Yoo-Seok Son   +2 more
openaire   +1 more source

A construction solution for self anchored suspension bridges

2017
Richard A. Lawrie, Haoxiong Huang
openaire   +1 more source