Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach-Reference-Cited by-同舟云学术

Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach

Published:2019-11-05 Issue:4 Volume:18 Page:1345-1369
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Aragaw Leikune F.,Calvi Paolo M.^ORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/s10518-019-00740-y.pdf

Reference48 articles.

1. Amaris AD (2002) Dynamic amplification of seismic moments and shear forces in cantilever walls. Master’s Dissertation, European School of Advanced Studies in Reduction of Seismic Risk (ROSE School), Pavia, Italy

2. Aragaw LF (2017) Floor response spectra in hybrid base-rocking and reinforced concrete wall buildings. Master’s Dissertation, University of Washington, Seattle, WA, USA

3. Aragaw LF, Calvi PM (2018a) Earthquake-induced floor accelerations in base-rocking wall buildings. J Earthq Eng. https://doi.org/10.1080/13632469.2018.1548393

4. Aragaw LF, Calvi PM (2018b) Earthquake-induced floor accelerations in base-rocking wall buildings. J Earthq Eng. https://doi.org/10.1080/13632469.2018.1548393

5. ASCE (2010) Minimum Design Loads for Buildings and Other Structures. ASCE 7-10, American Society of Civil Engineers, Reston, VA, USA

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