Open AccessDOI
Seismic Rehabilitation of Existing Buildings
Bungale S. Taranath
- pp 515-600
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The article was published on 2004-12-15 and is currently open access. It has received 569 citations till now. The article focuses on the topics: Rehabilitation.read more
Citations
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Journal ArticleDOI
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
TL;DR: In this paper, the authors present the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings, which is also expressly recommended in several national and international codes.
Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses | NIST
Andrew S. Whittaker,Gail M. Atkinson,Jack W. Baker,Jonathan D. Bray,Damian N. Grant,Ronald O. Hamburger,Curt B. Haselton,Paul Somerville +7 more
TL;DR: The National Institute of Standards and Technology (NIST) funded a project to improve guidance to the earthquake engineering profession for selecting and scaling earthquake ground motions for the purpose of performing nonlinear response-history analysis.
Journal ArticleDOI
Effective Stiffness of Reinforced Concrete Columns
TL;DR: In this paper, the authors used the experimental response of concrete columns to assess existing and proposed models of the effective stiffness of reinforced concrete columns subjected to lateral loads and proposed a new procedure that explicitly accounts for deformations due to flexure, shear, and anchorage-slip.
Journal ArticleDOI
Update to ASCE/SEI 41 Concrete Provisions
Kenneth J. Elwood,Adolfo Matamoros,John W. Wallace,Dawn E. Lehman,Jon A. Heintz,Andrew D. Mitchell,Mark A. Moore,Michael Valley,Laura N. Lowes,Craig D. Comartin,Jack P. Moehle +10 more
TL;DR: In this article, a supplement to the ASCE/SEI 41 Seismic Rehabilitation of Existing Buildings has been developed for the purpose of updating provisions related to existing reinforced concrete buildings.
Journal ArticleDOI
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review
TL;DR: In this paper, a review of the uses and limits of the EFM is proposed, in order to identify the most critical issues and define its proper use in professional practice when applied to existing URM buildings.
References
More filters
Journal ArticleDOI
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
TL;DR: In this paper, the authors present the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings, which is also expressly recommended in several national and international codes.
Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses | NIST
Andrew S. Whittaker,Gail M. Atkinson,Jack W. Baker,Jonathan D. Bray,Damian N. Grant,Ronald O. Hamburger,Curt B. Haselton,Paul Somerville +7 more
TL;DR: The National Institute of Standards and Technology (NIST) funded a project to improve guidance to the earthquake engineering profession for selecting and scaling earthquake ground motions for the purpose of performing nonlinear response-history analysis.
Journal ArticleDOI
Effective Stiffness of Reinforced Concrete Columns
TL;DR: In this paper, the authors used the experimental response of concrete columns to assess existing and proposed models of the effective stiffness of reinforced concrete columns subjected to lateral loads and proposed a new procedure that explicitly accounts for deformations due to flexure, shear, and anchorage-slip.
Journal ArticleDOI
Update to ASCE/SEI 41 Concrete Provisions
Kenneth J. Elwood,Adolfo Matamoros,John W. Wallace,Dawn E. Lehman,Jon A. Heintz,Andrew D. Mitchell,Mark A. Moore,Michael Valley,Laura N. Lowes,Craig D. Comartin,Jack P. Moehle +10 more
TL;DR: In this article, a supplement to the ASCE/SEI 41 Seismic Rehabilitation of Existing Buildings has been developed for the purpose of updating provisions related to existing reinforced concrete buildings.
Journal ArticleDOI
Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review
TL;DR: In this paper, a review of the uses and limits of the EFM is proposed, in order to identify the most critical issues and define its proper use in professional practice when applied to existing URM buildings.