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International Journal of Civil Engineering and Technology (IJCIET)
Volume 7, Issue 1, Jan-Feb 2016, pp. 113-127, Article ID: IJCIET_07_01_010
Available online at
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=1
Journal Impact Factor (2016): 9.7820 (Calculated by GISI) www.jifactor.com
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication
NONLINEAR BEHAVIOR AND FRAGILITY
ASSESSMENT OF MULTI-STORY
CONFINED MASONRY WALLS UNDER
CYCLIC LOADS
Mohamed Said and Mosaad El-Diasity
Assistant Prof., Civil Eng. Dept., Shoubra Faculty of Eng.,
Benha University, Egypt
Osama Kamal
Professor, Shoubra Faculty of Engineering,
Benha University, Egypt
Hussein Okail
Assistant Professor, Civil Eng. Dept.,
Ain Shams University, Egypt
ABSTRACT
This paper presents numerical study analysis and the results of confined
masonry walls. The studied parameters were number of bays, number of
stories, and openings of walls. It was showed that the window opening could
reduce the lateral capacity of the solid by ranges of 7-27% for one bay wall,
6-30% for two bay walls, and 11-26% for three bays wall. The door opening
could reduce the solid wall capacity by ranges of 11-42% for one bay wall,
13-49% for two bay walls, and 23-44% for three bays wall. This paper
presents the most significant contributions in the field of vulnerability
assessment. It is shown that methodology is very useful for assessing the
seismic vulnerability of confined masonry structures for estimating the cyclic
load induced economic losses based on an engineering demand parameter
closely related to structural damage.
Keywords: Confined Masonry, Seismic Behavior, Cyclic loading and
Fragility
Cite this Article: Mohamed Said, Osama Kamal, Mosaad El-Diasity and
Hussein Okail. Nonlinear Behavior and Fragility Assessment of Multi-Story
Confined Masonry Walls under Cyclic Loads. International Journal of Civil
Engineering and Technology, 7(1), 2016, pp. 113-127.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=1