PARAMETRIC STUDY OF CONFINED MASONRY STRUCTURE

Authors

  • Mahendra kumar Assistant Professor, Civil Engineering VGU Jaipur 302017, India
  • Prof.(Dr.) Ajay Sharma Head of Department in Structural Engineering Department at MBM Engineering College Jodhpur, India

Keywords:

Masonry, nonlinear analysis, B&H residential masonry buildings, pushover, time-history analysis

Abstract

The paper elaborates the seismic behavior of a typical masonry building in B&H,built in the 60’s without any seismic guidelines. Numerical modelling has beendone in single software packages, namely 3MURI. In this approaches, adequate. Constitutive assumptions were assumed to take into account the nonlinearbehavior of masonry. Seismic vulnerability has been conducted by performingpushover and time history analyses. A comparison in terms of dynamicproperties, crack pattern and capacity curves was done and a good agreementhas been found between the 3 Muri software packages. The paper's aim was toassess the seismic safety of this type of construction.

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Published

2021-11-10

How to Cite

kumar, M., & Ajay Sharma, P. (2021). PARAMETRIC STUDY OF CONFINED MASONRY STRUCTURE. International Journal of Technical Innovation in Modern Engineering & Science, 4(6), 202–210. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/1363

Issue

Vol. 4 No. 6 (2018): Vol. 4 No. 6: Volume 4 Issue 6 (June-2018)

Section

Articles