Author: Desai Y.M. Punde S.
Publisher: Elsevier
ISSN: 0141-0296
Source: Engineering Structures, Vol.23, Iss.3, 2001-03, pp. : 271-279
Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.
Abstract
Related content
Experimental and Numerical Analysis on Dynamic Responses of UHPC Cable-Stayed Pedestrian Bridge
By Lee Jungwhee Park Jaegyun Chin Won-Jong Kim Young-Jin Kim Byung Suk Jang Jeong-Hwan
IABSE Congress Report, Vol. 18, Iss. 1, 2012-09 ,pp. :
International Association for Bridge and Structural Engineering
Triple-girder model for modal analysis of cable-stayed bridges with warping effect
By Zhu L.D. Xiang H.F. Xu Y.L.
Engineering Structures, Vol. 22, Iss. 10, 2000-10 ,pp. :