A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS

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BEHNAMFAR F.; SHAHGHOLIAN R.

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Paper Information

Journal: Sharif Journal of Civil Engineering Year:2015 | Volume:31-2 | Issue:3.1 Page(s): 93-103

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Title

A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS

Author(s)

BEHNAMFAR F. | SHAHGHOLIAN R. | Issue Writer Certificate

Keywords

RAPID EVALUATIONQ2

MASONRY BUILDINGQ2

FEMA154Q2

FEMA356Q2

PUBLICATION NO 376Q2

Abstract

Among the most suitable methods to obtain building seismic data in order to specify the level of its seismic vulnerability and prioritize it for undertaking detailed seismic assessment studies is the use of a qualitative evaluation method Qualitative evaluation from this perspective also known as rapid assessment is usually scheduled for a large number of buildings Since a huge volume of information has to be collected in such a study filling special forms and checklists for the studied build- ings is necessary In this paper considering the great number of MASONRY BUILDINGs and their common weak- points this type of building is examined Two different methodologies including FEMA154 and PUBLICATION NO 376 of the Management and Planning Organization are used for rapid and detailed evaluation of a large number of school MASONRY BUILDINGs with emphasis on Publi- cation No 376 and a detailed study is accomplished Actual cases of buildings located in Khuzestan province are considered The existing condition of these buildings is identified by field surveys and strength-of-material ex- periments In addition two dimensional models of roofs using the finite element method and theoretical models for the walls of MASONRY BUILDINGs are constructed The joists are modeled with beam elements For brick arch and joist-and-block roofs use is made of shell elements No considerable tensile stresses are observed in the roofs Then the lateral loads distributed from the roofs are ap- plied to the walls For the walls four failure modes are considered including mortar joint slippage overturning diagonal over-tension and toe over-compression It is shown that the rapid and comprehensive evaluation pro- cedures are consistent with PUBLICATION NO 376 More- over suggestions are offered to modify the fundamental relationship of rapid assessment in PUBLICATION NO 376 which leads to evaluation results similar to FEMA154.

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APA: Copy

BEHNAMFAR, F., & SHAHGHOLIAN, R.. (2015). A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS. SHARIF: CIVIL ENINEERING, 31-2(3.1), 93-103. SID. https://sid.ir/paper/128117/en

Vancouver: Copy

BEHNAMFAR F., SHAHGHOLIAN R.. A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS. SHARIF: CIVIL ENINEERING[Internet]. 2015;31-2(3.1):93-103. Available from: https://sid.ir/paper/128117/en

IEEE: Copy

F. BEHNAMFAR, and R. SHAHGHOLIAN, “A COMPARATIVE STUDY AND PROPOSAL FOR ENHANCEMENT OF RAPID SEISMIC EVALUATION OF MASONRY BUILDINGS,” SHARIF: CIVIL ENINEERING, vol. 31-2, no. 3.1, pp. 93–103, 2015, [Online]. Available: https://sid.ir/paper/128117/en

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