Paper Title:
Analysis of Mechanical Property of Taniguchi Bridges in Mountainous Areas Loaded by Fluctuating Wind
  Abstract

Besides live loads like cars,earthquakes and people,wind loads should not be neglected on small bridges in mountainous areas,especially by taniguchi and mountain pass.This text does an analogue computation taking a typical slant legged rigid frame bridge in a mountainous area of Chongqing. This bridge lies in the taniguchi of mountainous area where wind condition is complicated.Mathematical model conforming to the local wind load should be established according to the meteorological and hydrological conditions of the bridge site and hydrodynamics and energy conservation principle in order to truly reflect the actual condition of wind in bridge site. Comparing with the calculating result by ANSYS and model of static wind load for normal design, it shows that model of fluctuating wind load established almost accords with the model of static wind load which provides a new train of thoughts and method for further promoting the model of wind load to lead the wind-resist design of bridge construction of taniguchi in mountainous area to better approximate to the real facts.

  Info
Periodical
Chapter
Chapter 6: Frontiers of Manufacturing and Design
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
3543-3547
DOI
10.4028/www.scientific.net/AMM.71-78.3543
Citation
Z. J. Wang, L. M. Wu, H. Xiong, "Analysis of Mechanical Property of Taniguchi Bridges in Mountainous Areas Loaded by Fluctuating Wind", Applied Mechanics and Materials, Vols. 71-78, pp. 3543-3547, 2011
Online since
July 2011
Export
Price
$35.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Feng Xia Li, Bu Xin
Abstract:Most steel beam-column connections actually show semi-rigid deformation behavior that can contribute substantially to overall displacements...
553
Authors: Yi Sheng Su, Qi Liang Li, Yi Bin Yang, Xiang Hua Chen
Abstract:Based on the ANSYS, castellated lightweight steel portal frames are modeled to analysis the stress destruction process and stress...
1267
Authors: Yu Xu Zhang
Chapter 1: Vibration Engineering
Abstract:Stability of the large thin-walled absorption tower is essential to its safe operation. The large finite-element analysis software is adopted...
47
Authors: Bao Qin Zhang, Hai Zhi Wu
Chapter 2: Mechanical Dynamics and Its Applications
Abstract:This paper points out the practical significance of the finite element analysis of kinetics on the structure of simultaneous effect of static...
665
Authors: An Liang Song, Hong Dong Ran, Ming Zhou Su, Zhen Shan Wang, Yun Shi
Chapter 2: Structural Engineering
Abstract:Finite element analysis have been carried out in order to study the mechanical properties of the joints between elevated columns and truss...
949