TY  - JOUR
VL  - 17
KW  - Earthquakes; Reinforced concrete; Seismic design; Shear walls
KW  -  Earthquake excitation; Economic aspects; Lateral resistance systems; Offshore engineering; Sea defence; Seismic engineering; Seismic Performance; Structural frameworks
KW  -  Tsunamis
SP  - 157
PB  - Multi-Science Publishing Co. Ltd
A1  - Toloue, I.
A1  - Fateh, A.
A1  - Liew, M.
AV  - none
Y1  - 2014///
N2  - 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.
ID  - scholars4401
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-84897438894&doi=10.1260%2f1369-4332.17.2.157&partnerID=40&md5=0edf9a788d0bfa7660f999ec9eac4c3e
EP  - 164
IS  - 2
JF  - Advances in Structural Engineering
SN  - 13694332
N1  - cited By 0
TI  - Comparison of classical tsunami resistance systems in RC structure
ER  -