Extradosed and Intradosed Cable-Stayed Bridges with Continuous Cables: Conceptual Consideration
Author:
Affiliation:
1. Graduate Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.
2. Associate Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000477
Reference10 articles.
1. Chio G. (2000). “Structural behaviour and design criteria of extradosed bridges.” Ph.D. thesis Technical Univ. of Catalonia Barcelona Spain.
2. Mermigas K. K. (2008). “Behaviour and design of extradosed bridges.” M.S. thesis Univ. of Toronto Toronto ON Canada.
3. Midas Information Technology. (2010). Midas/Civil 2010 user manual Midas Information Technology Beijing.
4. Parameters governing the response of under-deck cable-stayed bridges
5. Two new types of bridges: under-deck cable-stayed bridges and combined cable-stayed bridges — the state of the art
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