Paper Title:
Load-Carrying Capacity Inspection and Evaluation of Existing Pre-Stressed Concrete Hollow Slab
  Abstract

Load-carrying capacity evaluation method of existing pre-stressed concrete hollow slab is represented based on the example, inspection content, method and result are introduced. Based on the result, carrying capacity condition is evaluated by the relevant code. The result can validate the rationality and effectivity of the method, which is useful for the carrying capacity evaluation of similar structure.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
1173-1177
DOI
10.4028/www.scientific.net/AMM.90-93.1173
Citation
Y. L. Ma, D. W. Wang, "Load-Carrying Capacity Inspection and Evaluation of Existing Pre-Stressed Concrete Hollow Slab", Applied Mechanics and Materials, Vols. 90-93, pp. 1173-1177, 2011
Online since
September 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: Wen Xing Wang, Qi Ming Guo
Abstract:This paper explains the static load test of a simple-support prestressed bridge. Deflection and stress are measured by the static load test...
1621
Authors: Chun Sheng Wang, Lu Ping Liu, Mao Sen Wei
Abstract:The Yao Zhou downlink Viaduct damaged in a fire accident was repaired using steel plate and concrete composite strengthening (SPCCS)...
145
Authors: Yan Zeng
Chapter 4: Innovation in Bridge and Underground Engineering
Abstract:Static load test was carried out on Hengshui interchange ramp bridge of Lin-Chang expressway. The superstructure of the bridge is...
694
Authors: Long Ying Zhang, Liang Zong, Yuan Qing Wang, Jun Li
Chapter 5: Bridge and Road Engineering
Abstract:Loukouni bridge is a deck type arch bridge with box section which is a part from the second stage of the 1st national road project of the...
1665
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