Experimental investigation of damage behavior of RC frame members including non-seismically designed columns-Reference-Cited by-同舟云学术

Experimental investigation of damage behavior of RC frame members including non-seismically designed columns

Published:2009-06 Issue:2 Volume:8 Page:301-311
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Chen Linzhi,Lu Xilin,Jiang Huanjun,Zheng Jianbo

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-009-9018-3.pdf

Reference12 articles.

1. Bae S and Bayrak O (2008), “Seismic Performance of Full-scale Reinforced Concrete Columns,” ACI Structural Journal, 105(2): 123–133.

2. Japan Building Disaster Prevention Association (JBDPA) (2001), Guideline for Post-earthquake Damage Assessment and Rehabilitation of Reinforced Concrete Buildings.

3. Lehman D, Moehle J, Mahin S, Calderone A and Henry L (2004), “Experimental Evaluation of the Seismic Performance of Reinforced Concrete Bridge Columns,” Journal of Structural Engineering, 130(6): 869–879.

4. Lukkunaprasit P and Thepmangkorn J (2004), “Load History Effect on Cyclic Behavior of Reinforced Concrete Tied Columns,” Journal of Structural Engineering, 130(10): 1629–1633.

5. Maeda M, Nakano Y and Lee KS (2004), “Post-earthquake Damage Evaluation for R/C Buildings,” Proceedings of the CTBUH 2004 Seoul Conference, Seoul, Korea, 371–377.

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