Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska 10NCEE FINITE ELEMENT SIMULATION OF BRICK MASONRY BUILDING UNDER SHOCK LOADING A. Joshua Daniel 1 and R.N. Dubey 2 ABSTRACT Modeling and analysis of a brick masonry building involves uncertainties like modeling assumptions and properties of local material. Therefore, it is necessary to perform a calibration to evaluate the dynamic properties of the structure. The response of the finite element model is improved by predicting the parameter by performing a linear dynamic analysis on experimental data by comparing the acceleration. Further, a nonlinear dynamic analysis was also performed comparing the roof acceleration and damage pattern of the structure obtained analytically with the test findings. The roof accelerations obtained analytically were in good agreement with experimental roof accelerations. The damage patterns observed analytically after every shock were almost similar to that of experimental observations. 1 Graduate Student, Department of Earthquake Engineering, IIT Roorkee, Roorkee, India, Uttarakhand 247667 2 Assistant Professor, Department of Earthquake Engineering, IIT Roorkee, Roorkee, India, Uttarakhand 247667 Joshua Daniel A, DubeyRN.Finite element simulation of brick masonry building under shock loading.Proceedings of the 10 th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK,2014.
FINITE ELEMENT SIMULATION OF BRICK MASONRY BUILDING UNDER SHOCK LOADING
Jun 14, 2023
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