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Review article

https://doi.org/10.14256/JCE.1191.2014

Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building

Naida Ademović
Mustafa Hrasnica


Full text: english pdf 1.073 Kb

page 351-361

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Full text: croatian pdf 1.064 Kb

page 351-361

downloads: 1.277

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Abstract

A seismic assessment of a typical unreinforced masonry residential building without tie beams is presented in the paper. The numerical analysis was conducted according to the finite-element method using experimental data on the quality of the masonry constitutive elements and reinforced concrete. The computation was made using the nonlinear static pushover analysis and nonlinear dynamic time history analysis. The crack development pattern was compared for the procedures, as well as parts of the hysteresis curves.

Keywords

unreinforced masonry building; nonlinear material behaviour; pushover analysis; nonlinear time history analysis; crack development

Hrčak ID:

138695

URI

https://hrcak.srce.hr/138695

Publication date:

12.5.2015.

Article data in other languages: croatian

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