Collapse risk of controlled rocking steel braced frames with different post-tensioning and energy dissipation designs-Reference-Cited by-同舟云学术

Collapse risk of controlled rocking steel braced frames with different post-tensioning and energy dissipation designs

Published:2017-03-24 Issue:13 Volume:46 Page:2063-2082
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Steele Taylor C.¹^ORCID,Wiebe Lydell D. A.¹

Affiliation:

1. Department of Civil Engineering; McMaster University; Hamilton ON Canada

Funder

Natural Sciences and Engineering Research Council of Canada

Canadian Institute of Steel Construction (CISC)

Government of Ontario

McMaster University Faculty of Engineering

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2892/fullpdf

Reference32 articles.

1. Roke D Sause R Ricles JM Chancellor NB Damage-free seismic resistant self-centering concentrically-braced frames ATLSS Report 10-09 Bethlehem, PA, United States 2010

2. Eatherton MR Hajjar JF Large-scale cyclic and hybrid simulation testing and development of a controlled rocking steel building system with replaceable fuses Urbana IL, United States 2010

3. Ma X Krawinkler H Deierlein G Seismic design and behaviour of self-centering braced frames with controlled rocking and energy dissipating fuses Stanford, CA, United States 2011

4. Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: large-amplitude shake table testing;Wiebe;Earthquake Engineering & Structural Dynamics,2013

5. Seismic response of self-centering hysteretic SDOF systems;Christopoulos;Earthquake Engineering & Structural Dynamics,2002

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