Span ratios in bridges constructed using a balanced cantilever method-Reference-Cited by-同舟云学术

Span ratios in bridges constructed using a balanced cantilever method

Published:2004-12 Issue:10 Volume:18 Page:767-779
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Kwak Hyo-Gyoung,Son Je-Kuk

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

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2. Long-term deflection control in cantilever prestressed concrete bridges. I: control method;Chiu;J. Eng. Mech,1996

3. Preliminary design of very long-span suspension bridges;Clemente;Eng. Struct,2000

4. Heinz P. RM-spaceframe static analysis of SPACEFRAME. TDA-technische Datenverarbeitung Ges.m.b.H.; 1997

5. Hernandez HD, Gamble WL. Time-dependent prestress losses in pretensioned concrete construction. Structural Research Series no. 417, Civil Engineering Studies, Urban: University of Illinois; 1975

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