Effects of variation in loading protocol on the strength and deformation capacity of ductile reinforced concrete beams-Reference-Cited by-同舟云学术

Effects of variation in loading protocol on the strength and deformation capacity of ductile reinforced concrete beams

Published:2018-06-10 Issue:11 Volume:47 Page:2195-2213
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Marder Kai J.¹^ORCID,Motter Christopher J.²,Elwood Kenneth J.¹,Clifton G. Charles¹

Affiliation:

1. Department of Civil and Environmental Engineering; University of Auckland; Auckland New Zealand

2. Department of Civil and Environmental Engineering; Washington State University; Pullman WA USA

Funder

QuakeCoRE

Natural Hazards Research Platform

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.3064/fullpdf

Reference42 articles.

1. Evaluation of ductility of structures and structural assemblages from laboratory testing;Park;Bull. N. Z. Soc. Earthq. Eng,1989

2. Cheung P Paulay T Park R New Zealand tests on full-scale reinforced concrete beam-column-slab subassemblages designed for earthquake resistance 1991 123 1 38

3. SAC Joint Venture Protocol for fabrication, inspection, testing , and documentation of beam-column connection tests and other experimental specimens 1997

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