Paper Title:
Correction Model of Ship Bridge Collision in Navigable Waterways of Fujian Province
  Abstract

The AASHTO Correction model is proposed to better adapt the model to the special conditions occurring in Fujian inland waterways. These conditions include ship Type, visibility, and up-down water, navigation systems. The proposed model is related to the probability of ship collision with bridge multi-factor, and further example analysis of this model is also introduced in this paper.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
1687-1691
DOI
10.4028/www.scientific.net/AMR.255-260.1687
Citation
Y. Su, G. P. Shang, W. D. Zhuo, G. R. Lin, D. M. Fang, "Correction Model of Ship Bridge Collision in Navigable Waterways of Fujian Province", Advanced Materials Research, Vols. 255-260, pp. 1687-1691, 2011
Online since
May 2011
Export
Price
$32.00
Share

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

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

Authors: Yun Liu, Xin Yu, Zhen Dong Qian
Abstract:The bascule bridge is one of the most suitable bridge types for ports and rivers in cities. In order to discuss the mechanical behavior of...
1246
Authors: Qing Kai Sun, Xing Jun Qi, Yi Liu
Abstract:Under the earthquake, pounding between the beam and the bridge abutment causes great damages to skew girder bridge, and current study on...
1234
Authors: Wen Shuo Liu, Gong Lian Dai
Chapter 9: Bridge Engineering
Abstract:In order to investigate the additional expansion force of continuous welded rails (CWR) on extra-long continuous bridges of high-speed...
2304
Authors: Bo Geng, Xi Zhang
Chapter 5: Bridge Engineering
Abstract:On the basis of summarizing the hydrological characteristics and shipping characteristics at the location of Chongqing Caiyuanba Yangtze...
2183
Authors: Xiao Dong Chen, Xia Ping Liu, Zhuo Sun, Ka Hong Cai, Hong Yang
Chapter 6: Industrial and Civil Engineering
Abstract:In this paper, based on the Guangzhou Pazhou Bridge ,the acceleration and dynamic deflection was tested synchronously under normal operating...
984