Residual axial capacity of reinforced concrete columns with simulated blast damage

Two specimen series [limited seismic (LS) and nonseismic (NS)] were subjected to quasistatic loadings to evaluate the residual axial capacity of blast-damaged reinforced concrete (RC) columns. A validated numerical model was used to predict the residual lateral deflection of RC columns subjected to...

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Bibliographic Details
Main Authors: Li, Bing, Nair, Anand, Kai, Qian
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
Subjects:
Online Access:https://hdl.handle.net/10356/94134
http://hdl.handle.net/10220/8188
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Institution: Nanyang Technological University
Language: English