An innovative approach for numerical simulation of stress relaxation of structural cables-Reference-Cited by-同舟云学术

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An innovative approach for numerical simulation of stress relaxation of structural cables

Published:2017-10 Issue: Volume:131-132 Page:971-981
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Wang Xiaoxiang,Chen Zhihua,Yu Yujie,Liu Hongbo

Funder

National Natural Science Foundation of China

Visiting Scholar Program provided by the China Scholarship Council

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference25 articles.

1. Cable-supported structure;Chen,2013

2. Time-dependent analysis of cable domes using a modified dynamic relaxation method and creep theory;Kmet;Comput Struct,2013

3. Time-dependent effects on dynamic properties of cable-stayed bridges;Au;Struct Eng Mech,2012

4. On the creep and the relaxation of spiral ropes;NAKAI;Bull JSME,1975

5. Uncertainty and sensitivity analysis of time-dependent effects in concrete structures;Yang;Eng Struct,2007

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