eprintid: 4401
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/00/44/01
datestamp: 2023-11-09 16:16:05
lastmod: 2023-11-09 16:16:05
status_changed: 2023-11-09 15:58:21
type: article
metadata_visibility: show
creators_name: Toloue, I.
creators_name: Fateh, A.
creators_name: Liew, M.
title: Comparison of classical tsunami resistance systems in RC structure
ispublished: pub
keywords: Earthquakes; Reinforced concrete; Seismic design; Shear walls, Earthquake excitation; Economic aspects; Lateral resistance systems; Offshore engineering; Sea defence; Seismic engineering; Seismic Performance; Structural frameworks, Tsunamis
note: cited By 0
abstract: 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.
date: 2014
publisher: Multi-Science Publishing Co. Ltd
official_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
id_number: 10.1260/1369-4332.17.2.157
full_text_status: none
publication: Advances in Structural Engineering
volume: 17
number: 2
pagerange: 157-164
refereed: TRUE
issn: 13694332
citation:   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