Aspects of Isolation Device Behavior Observed from Full-Scale Testing of an Isolated Building at E-Defense-Reference-Cited by-同舟云学术

Aspects of Isolation Device Behavior Observed from Full-Scale Testing of an Isolated Building at E-Defense

Published:2012-03-29 Issue: Volume: Page:
ISSN:
Container-title:20th Analysis and Computation Specialty Conference
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Author:

Ryan Keri L.,Dao Nhan D.,Sato Eiji,Sasaki Tomohiro,Okazaki Taichiro

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784412374.003

Reference5 articles.

1. Buckle I. Constantinou M. Dicleli M. and Ghasemi H. (2006). Seismic Isolation of Highway Bridges Special Report MCEER-06-SP07.

2. Dao N. et. al. (2011). "Experimental evaluation of an innovative isolation system for a lightweight steel moment frame building at E-Defense" Proc. ASCE Structures Congress Las Vegas NV April.

3. Huang N.Y. Whittaker A.S. Kennedy R.P. and Mayes R.L. (2009). "Assessment of Base-Isolated Nuclear Structures for Design and Beyond-Design Basis Earthquake Shaking" Tech. Report MCEER-09-0008 University at Buffalo.

4. Kasai K. et. al. (2010). "Full scale shake table tests of 5-story steel building with various dampers " Proc. 7th Intern. Conf. on Urban Earthquake Engin. & 5th Intern. Conf. on Earthquake Engin. Tokyo Inst. Tech. Tokyo Japan.

5. Morgan T. A. and Mahin S. A. (2011). "The Use of Base Isolation Systems to Achieve Complex Seismic Performance Objectives" PEER Report 2011/06 Pacific Earthquake Engineering Center University of California Berkeley.

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