Distribution of inelastic demand in slender R/C shear walls subjected to eastern North America ground motions. Ghorbanirenani, I., Rallu, A., Tremblay, R., & Leger, P. In pages 1361 - 1373, San Francisco, CA, United states, 2009. Eastern north america;Fiber element models;Flexural response;Ground motions;Montreal , Canada;National Building Code of Canada;Nonlinear seismic response;Reinforced concrete shear walls;![Distribution of inelastic demand in slender R/C shear walls subjected to eastern North America ground motions [link]](https://bibbase.org/img/filetypes/link.svg "link")
Paper abstract bibtex This paper compares the nonlinear seismic response of an 10-story reinforced concrete shear wall building located in Montreal, Canada that was designed according to four different editions of the National Building Code of Canada: 1975, 1985, 1995 and 2005. The design seismic loads and detailing requirements used for the four designs are discussed and compared. The study focuses on the shear force demand in the wall and on the potential for inelastic flexural response in the upper levels due to higher mode response. Two different 2D models are used in the study: a plane stress finite element model using the VecTor2 software and a fiber element model using the OpenSees program. © 2009 ASCE.
@inproceedings{20101612850989 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Distribution of inelastic demand in slender R/C shear walls subjected to eastern North America ground motions},
journal = {Improving the Seismic Performance of Existing Buildings and Other Structures - Proc. 2009 ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures},
author = {Ghorbanirenani, I. and Rallu, A. and Tremblay, R. and Leger, P.},
year = {2009},
pages = {1361 - 1373},
address = {San Francisco, CA, United states},
abstract = {This paper compares the nonlinear seismic response of an 10-story reinforced concrete shear wall building located in Montreal, Canada that was designed according to four different editions of the National Building Code of Canada: 1975, 1985, 1995 and 2005. The design seismic loads and detailing requirements used for the four designs are discussed and compared. The study focuses on the shear force demand in the wall and on the potential for inelastic flexural response in the upper levels due to higher mode response. Two different 2D models are used in the study: a plane stress finite element model using the VecTor2 software and a fiber element model using the OpenSees program. © 2009 ASCE.<br/>},
key = {Shear walls},
keywords = {Reinforced concrete;Finite element method;Seismic design;Seismic response;},
note = {Eastern north america;Fiber element models;Flexural response;Ground motions;Montreal , Canada;National Building Code of Canada;Nonlinear seismic response;Reinforced concrete shear walls;},
URL = {http://dx.doi.org/10.1061/41084(364)125},
}
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