Paper Title:
Incremental Launching Construction Method for Steel Truss Suspension Bridge
  Abstract

For steel truss suspension bridges, traditional construction methods always have their disadvantages. This paper firstly points out the limitations of the traditional construction methods (such as the erection gantry method and the deck crane method). As the solutions, incremental launching method is proposed. Then, as an example based on a certain suspension bridge in Western China, non-linear analysis is carried out in order to illuminate how to decide the important parameters in practical application. Some further problems are discussed at the end.

  Info
Periodical
Advanced Materials Research (Volumes 204 - 210)
Edited by
Helen Zhang, Gang Shen and David Jin
Pages
842-845
DOI
10.4028/www.scientific.net/AMR.204-210.842
Citation
Kai Ming Xu, 2011, Advanced Materials Research, 204-210, 842
Online since
February 2011
Authors
Price
US$ 28,-
Share
Authors: Long Fei Wang
Abstract:Taking a long-span composite girder cable-stayed bridge with three pylons under construction as the object of research, this paper...
1952
Authors: Xie Dong Zhang, Jin Zhi Wang, Xiao Dong Wang
CAD/CAM/CAE
Abstract:The cable anchorage region in a girder is the key part of cable stayed bridge´╝î in which stress distribution is rather complicated. A general...
2320
Authors: Hai Jun Wang, Zhi Cheng Xue, Zi Qian Han
Chapter 2: Building Technology Science
Abstract:By the study of construction of casting box girder of Songpu Bridge in Harbin, and the actual site geology, hydrology and the corresponding...
304
Authors: Hua Ma
Chapter 5: Bridge Engineering
Abstract:Use the Finite Element Analysis software to numerically simulate the South-to-North Water Diversion Bridge, a prestressed concrete composite...
2114