Experiments on seismic response of high-strength concrete members. Mitchell, D. & Paultre, P. In volume 2002, pages 1819 - 1828, Montreal, QB, Canada, 2002. Concrete strength;Ductile structures;High-strength concrete structures;abstract bibtex The 1994 CSA Standard A23.3 limits the concrete compressive strength to 55 MPa for the seismic design of nominally ductile and ductile structures. The 1999 ACI Code has no upper limit on concrete strength and the 1995 New Zealand Standard limits the compressive strength to 70 MPa. This tremendous variation in these limits indicates that more experimental evidence is needed. This paper presents experimental results on large-scale structural components constructed with high-strength concrete. The goal of the collaborative research programs at the University of Sherbrooke and McGill University was to determine the design and detailing requirements for high-strength concrete structures in order to achieve the desired level of ductility and energy absorption. The results of the responses of the high-strength concrete structural specimens are compared to the responses of companion specimens constructed with normal-strength concrete. The results of this comprehensive research will hopefully provide useful data for possible future code changes.
@inproceedings{2006169828492 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Experiments on seismic response of high-strength concrete members},
journal = {Proceedings, Annual Conference - Canadian Society for Civil Engineering},
author = {Mitchell, D. and Paultre, P.},
volume = {2002},
year = {2002},
pages = {1819 - 1828},
address = {Montreal, QB, Canada},
abstract = {The 1994 CSA Standard A23.3 limits the concrete compressive strength to 55 MPa for the seismic design of nominally ductile and ductile structures. The 1999 ACI Code has no upper limit on concrete strength and the 1995 New Zealand Standard limits the compressive strength to 70 MPa. This tremendous variation in these limits indicates that more experimental evidence is needed. This paper presents experimental results on large-scale structural components constructed with high-strength concrete. The goal of the collaborative research programs at the University of Sherbrooke and McGill University was to determine the design and detailing requirements for high-strength concrete structures in order to achieve the desired level of ductility and energy absorption. The results of the responses of the high-strength concrete structural specimens are compared to the responses of companion specimens constructed with normal-strength concrete. The results of this comprehensive research will hopefully provide useful data for possible future code changes.},
key = {Concretes},
keywords = {Compressive strength;Computer supported cooperative work;Ductility;Seismology;Structures (built objects);},
note = {Concrete strength;Ductile structures;High-strength concrete structures;},
}
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