Comparison of classical tsunami resistance systems in RC structure
The seismic performance response of reinforced concrete (RC) structures subjected to simultaneous Tsunami force and earthquake excitation is evaluated. Several classical resistance systems, such as bare frame, shear wall, steel brace, and dual systems, are employed in an eight-story RC building to r...
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Multi-Science Publishing Co. Ltd
2014
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my.utp.eprints.313692022-03-25T09:07:29Z Comparison of classical tsunami resistance systems in RC structure Toloue, I. Fateh, A. Liew, M. The seismic performance response of reinforced concrete (RC) structures subjected to simultaneous Tsunami force and earthquake excitation is evaluated. Several classical resistance systems, such as bare frame, shear wall, steel brace, and dual systems, are employed in an eight-story RC building to resist these forces. The economic design of the systems is also considered. To satisfy the economic aspects, RC structures should utilize the minimum columns and beam size. Results show that the shear wall and bare frame systems failed because of their uneconomic properties compared with other resistance systems. On the basis of engineering and economical views, the dual system is accepted and commended among classical lateral resistance systems. Multi-Science Publishing Co. Ltd 2014 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-84897438894&doi=10.1260%2f1369-4332.17.2.157&partnerID=40&md5=0edf9a788d0bfa7660f999ec9eac4c3e Toloue, I. and Fateh, A. and Liew, M. (2014) Comparison of classical tsunami resistance systems in RC structure. Advances in Structural Engineering, 17 (2). pp. 157-164. http://eprints.utp.edu.my/31369/ |
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The seismic performance response of reinforced concrete (RC) structures subjected to simultaneous Tsunami force and earthquake excitation is evaluated. Several classical resistance systems, such as bare frame, shear wall, steel brace, and dual systems, are employed in an eight-story RC building to resist these forces. The economic design of the systems is also considered. To satisfy the economic aspects, RC structures should utilize the minimum columns and beam size. Results show that the shear wall and bare frame systems failed because of their uneconomic properties compared with other resistance systems. On the basis of engineering and economical views, the dual system is accepted and commended among classical lateral resistance systems. |
| format |
Article |
| author |
Toloue, I. Fateh, A. Liew, M. |
| spellingShingle |
Toloue, I. Fateh, A. Liew, M. Comparison of classical tsunami resistance systems in RC structure |
| author_facet |
Toloue, I. Fateh, A. Liew, M. |
| author_sort |
Toloue, I. |
| title |
Comparison of classical tsunami resistance systems in RC structure |
| title_short |
Comparison of classical tsunami resistance systems in RC structure |
| title_full |
Comparison of classical tsunami resistance systems in RC structure |
| title_fullStr |
Comparison of classical tsunami resistance systems in RC structure |
| title_full_unstemmed |
Comparison of classical tsunami resistance systems in RC structure |
| title_sort |
comparison of classical tsunami resistance systems in rc structure |
| publisher |
Multi-Science Publishing Co. Ltd |
| publishDate |
2014 |
| url |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84897438894&doi=10.1260%2f1369-4332.17.2.157&partnerID=40&md5=0edf9a788d0bfa7660f999ec9eac4c3e http://eprints.utp.edu.my/31369/ |
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