Seismic behavior of RC building with and without buckling restrained braces / Daniel Rumbi Teruna

Nonlinear analysis for evaluating seismic performance of building under seismic excitation requires nonlinear properties of any component that are quantified by strength and deformation capacities. The nonlinear behavior of beams and column components are modeled in the form of plastic hinges as des...

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Bibliographic Details
Main Author: Teruna, Daniel Rumbi
Format: Article
Language:English
Published: Faculty of Mechanical Engineering Universiti Teknologi MARA (UiTM) 2019
Subjects:
Online Access:http://ir.uitm.edu.my/id/eprint/36352/1/36352.pdf
http://ir.uitm.edu.my/id/eprint/36352/
https://jmeche.uitm.edu.my/
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