Cable Replacement Method for Cable-Stayed Bridges Based on Sensitivity Analysis-Reference-Cited by-同舟云学术

Cable Replacement Method for Cable-Stayed Bridges Based on Sensitivity Analysis

Published:2015-06 Issue:3 Volume:29 Page:04014085
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Fu Zhongqiu¹,Ji Bohai²,Yang Muye³,Sun Hongbin⁴,Maeno Hirofumi⁵

Affiliation:

1. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Xikang Rd. 1#, Nanjing, Jiangsu 210098, P.R. China.

2. Professor, College of Civil and Transportation Engineering, Hohai Univ., Xikang Rd. 1#, Nanjing, Jiangsu 210098, P.R. China (corresponding author).

3. Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Xikang Rd. 1#, Nanjing, Jiangsu 210098, P.R. China.

4. Master, Jiangsu Yangtse River Bridge Co. Ltd., Tongkang Rd. 18#, Taizhou, Jiangsu 214521, P.R. China.

5. Professor, College of Civil and Transportation Engineering, Hohai Univ., Xikang Rd. 1#, Nanjing, Jiangsu 210098, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000460

Reference12 articles.

1. Construction stage analysis of three-dimensional cable-stayed bridges

2. Bridge Stay Cable Corrosion Protection. II: Accelerated Corrosion Tests

3. Research on Stress Spectrum of Steel Decks in Suspension Bridge Considering Measured Traffic Flow

4. Stonecutters Bridge, Hong Kong: stay cables and geometry control

5. Li H. J. (2012). “Technologies on replacement of structural members in prestressed concrete cable-stayed bridges.” 2nd Int. Conf. on Structures and Building Materials ICSBM 2012 Vol. 446–449 Trans Tech Publications Germany 1158–1166.1662-898510.4028/www.scientific.net/AMR.446-449.1158

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