Geometrically non-linear time history elastic analysis for the performance based design of a prilling tower
For 5000 years of return period seismic events, the structural response of Frilling Tower, 108.850 meters (353ft) high and 24.3 meters (80ft) width, was studied through the dynamic time history elastic analysis. The ground motions in Palembang, South Sumatera, were selected as a representative of lo...
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| Format: | Final Year Project Report |
| Language: | English English |
| Published: |
Universiti Malaysia Sarawak
2019
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| Online Access: | http://ir.unimas.my/id/eprint/31995/1/Geometrically%20non-linear%20time%20history%20elastic%20analysis%20for%20the%20performance%20based%20design%20of%20a%20prilling%20tower%20%2824%20pgs%29.pdf http://ir.unimas.my/id/eprint/31995/4/Handy.pdf http://ir.unimas.my/id/eprint/31995/ |
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