relation: https://khub.utp.edu.my/scholars/4401/
title: Comparison of classical tsunami resistance systems in RC structure
creator: Toloue, I.
creator: Fateh, A.
creator: Liew, M.
description: 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.
publisher: Multi-Science Publishing Co. Ltd
date: 2014
type: Article
type: PeerReviewed
identifier:   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.  ISSN 13694332     
relation: https://www.scopus.com/inward/record.uri?eid=2-s2.0-84897438894&doi=10.1260%2f1369-4332.17.2.157&partnerID=40&md5=0edf9a788d0bfa7660f999ec9eac4c3e
relation: 10.1260/1369-4332.17.2.157
identifier: 10.1260/1369-4332.17.2.157