Computational Technology Resources - CCP

Paper XIII.3

Classification of Individual Unreinforced Masonry Buildings Considering their Seismic Vulnerability

E. Dumova-Jovanoska and L. Denkovska

Faculty of Civil Engineering, University "Sv.Kiril i Metodij", Skopje, Macedonia

doi:10.4203/ccp.31.13.3

E. Dumova-Jovanoska, L. Denkovska, "Classification of Individual Unreinforced Masonry Buildings Considering their Seismic Vulnerability", in B.H.V. Topping, (Editor), "Developments in Computer Aided Design and Modelling for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 279-284, 1995. doi:10.4203/ccp.31.13.3

Abstract

Procedure for classification of individual unreinforced masonry buildings considering their seismic vulnerability, in a way appropriate to fit the available macro scale methods for damage evaluation, is proposed in this paper. Available recommendations were considered as base for this procedure. Earthquake capacity ratio was chosen to be the key parameter in determining the criteria for classification of individual unreinforced masonry buildings. Such classification enable considering some of the building characteristics applying in the same time statistical or empirical date.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 31 DEVELOPMENTS IN COMPUTER AIDED DESIGN AND MODELLING FOR STRUCTURAL ENGINEERING Edited by: B.H.V. Topping Paper XIII.3 Classification of Individual Unreinforced Masonry Buildings Considering their Seismic Vulnerability E. Dumova-Jovanoska and L. Denkovska Faculty of Civil Engineering, University "Sv.Kiril i Metodij", Skopje, Macedonia doi:10.4203/ccp.31.13.3 purchase the full-text of this paper Full Bibliographic Reference for this paper E. Dumova-Jovanoska, L. Denkovska, "Classification of Individual Unreinforced Masonry Buildings Considering their Seismic Vulnerability", in B.H.V. Topping, (Editor), "Developments in Computer Aided Design and Modelling for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 279-284, 1995. doi:10.4203/ccp.31.13.3 Abstract Procedure for classification of individual unreinforced masonry buildings considering their seismic vulnerability, in a way appropriate to fit the available macro scale methods for damage evaluation, is proposed in this paper. Available recommendations were considered as base for this procedure. Earthquake capacity ratio was chosen to be the key parameter in determining the criteria for classification of individual unreinforced masonry buildings. Such classification enable considering some of the building characteristics applying in the same time statistical or empirical date. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £65 +P&P)
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