Experimental study on seismic behavior of repaired tunnel form building under cyclic loading-Reference-Cited by-同舟云学术

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Experimental study on seismic behavior of repaired tunnel form building under cyclic loading

Published:2018-03-20 Issue:3 Volume:19 Page:343-354
ISSN:1563-0854
Container-title:Asian Journal of Civil Engineering
language:en
Short-container-title:Asian J Civ Eng

Author:

Hamid N. H.,Anuar S. A.,Awang H.,Kori M. E.

Funder

Kementerian Sains, Teknologi dan Inovasi

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s42107-018-0032-5/fulltext.html

Reference39 articles.

1. Ahmad, E., & Sobuz, H. R. (2011). Experimental study on long-term behavior of CFRP strengthened RC beams under sustained load. Structural Engineering and Mechanics, 40(1), 105–120.

2. Antoniades, K. K., Salonikios, T. N., & Kappos, A. J. (2005). Tests on seismically damaged reinforced concrete walls repaired and strengthened using fiber-reinforced polymers. Journal of Composite for Construction, 9(3), 236–246.

3. Balaguru, P. (2009) FRP composites for reinforced and prestressed concrete structures. New York, USA: Taylor & Francis.

4. Balkaya, C., & Kalkan, E. (2004a). Nonlinear seismic response evaluation of tunnel form building structures. Computers & Structures, 81(3), 153–165.

5. Balkaya, C., & Kalkan, E. (2004b). Seismic vulnerability, behavior and design of tunnel form building structures. Engineering Structures, 26(14), 2081–2099.

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