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...
Saved in:
| Main Authors: | Toloue, I., Fateh, A., Liew, M. |
|---|---|
| Format: | Article |
| Institution: | Universiti Teknologi Petronas |
| Record Id / ISBN-0: | utp-eprints.31369 / |
| Published: |
Multi-Science Publishing Co. Ltd
2014
|
| Online Access: |
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/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Development of jacket platform tsunami risk rating system in waters offshore North Borneo
by: Lee, H.E., et al.
Published: (2016) -
Development of jacket platform tsunami risk rating system in waters offshore North Borneo
by: Lee, H.E., et al.
Published: (2016) -
Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECC
by: Mohammed, B.S., et al.
Published: (2019) -
Shear Failure of RC Dapped-End Beams
by: Aswin, M., et al.
Published: (2015) -
Comparison between regression and ANN models for relationship of soil properties and electrical resistivity
by: Siddiqui, F.I., et al.
Published: (2015)