High-strength concrete columns confined by low-volumetric-ratio lateral ties-Reference-Cited by-同舟云学术

High-strength concrete columns confined by low-volumetric-ratio lateral ties

Published:2006-07 Issue:9 Volume:28 Page:1346-1353
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Hong Ki-Nam,Han Sang-Hoon,Yi Seong-Tae

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference14 articles.

1. Special Committee on Earthquake Disaster Measures. Specification for Highway bridges part V: Seismic design. Japan Road Association; 1997 [in Japanese]

2. High-strength concrete columns confined by rectangular ties;Cusson;Journal of Structural Engineering ASCE,1994

3. Stress–strain model for confined high-strength concrete;Cusson;Journal of Structural Engineering ASCE,1995

4. Circular high-strength concrete columns under concentric compression;Razvi;ACI Structural Journal,1999

5. High-strength concrete columns with square sections under concentric compression;Saatcioglu;Journal of Structural Engineering ASCE,1998

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