The influence of strength eccentricity in displacement of one storey reinforced concrete building due to sequential earthquake
The torsional response causes the displacement of the shear wall of a building. In this study, five stiffness eccentricity are varied with respect to nine constant strength eccentricity which are made as the parameters. An asymmetric reinforced concrete building then is used as the model structure....
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Format: | Final Year Project Report |
Language: | English English |
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Universiti Malaysia Sarawak
2019
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Online Access: | http://ir.unimas.my/id/eprint/31981/1/The%20influence%20of%20strength%20eccentricity%20in%20displacement%20of%20one%20storey%20reinforced%20concrete%20building%20due%20to%20sequential%20earthquake%20%2824%20pgs%29.pdf http://ir.unimas.my/id/eprint/31981/2/The%20influence%20of%20strength%20eccentricity%20in%20displacement%20of%20one%20storey%20reinforced%20concrete%20building%20due%20to%20sequential%20earthquake%20%28fulltext%29.pdf http://ir.unimas.my/id/eprint/31981/ |
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http://ir.unimas.my/id/eprint/31981/1/The%20influence%20of%20strength%20eccentricity%20in%20displacement%20of%20one%20storey%20reinforced%20concrete%20building%20due%20to%20sequential%20earthquake%20%2824%20pgs%29.pdfhttp://ir.unimas.my/id/eprint/31981/2/The%20influence%20of%20strength%20eccentricity%20in%20displacement%20of%20one%20storey%20reinforced%20concrete%20building%20due%20to%20sequential%20earthquake%20%28fulltext%29.pdf
http://ir.unimas.my/id/eprint/31981/