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Year: 1394
COI: SEE07_231
Language: EnglishView: 123
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Mohammad Khalil KHAJEHEIAN - MSc., Shiraz University, Shiraz, Iran
Mahmoud Reza MAHERI - Professor, Shiraz University, Shiraz, Iran


This paper presents the results of a study onthe in-plane seismic performance o f full-scale unreinforced concrete block masonry (URCBM ) walls, commonly constructed in Iran, usin g numerical simulation. Considering limited studies in this field, an experimental research with the objective of investigating the behaviour of these walls under in-plane lateral loading, is first performed on small-scale masonry wall. The numerical modeling based on micr o-modeling, is then developed and calibrated to present similar inelastic load-displacement response and failure mode to those of the tested specimens. After verifying the numerical model, a parametrical study is performed on 3D,full-scale dimensions URCBM wallshaving different aspect (height/length) ratios of 0.5, 0.75, 1, 1.5 and 2, and also with two different boundary conditions; cantilever (flexural b ehaviour) and fixed (purely shear behaviou r). The nonlinear static (pushover) analyses results show t hat the walls boundary conditions have a profo und effect on the lateral behaviour and mode of failure of m asonry walls. The failure mechanism of fixed end s walls is predominantly shear, whereas, failure in cantileve r walls is generally due to rocking.Also, the lateral capacity of walls decreases with increase of aspect rat io.


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This Paper COI Code is SEE07_231. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

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KHAJEHEIAN, Mohammad Khalil and MAHERI, Mahmoud Reza,1394,RESPONSE OF CONCRETE BLOCK MASONRY WALLS SUBJECTED TO IN-PLANE SHEAR AND FLEXURAL LOADS,7th International Conference on Seismology and Earthquake Engineering,Tehran,

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