Seismic capacity of typical high-rise buildings in Singapore
Structural Design of Tall and Special Buildings
Saved in:
Main Authors: | Balendra, T., Suyanthi, S., Tan, K.H., Ahmed, A. |
---|---|
Other Authors: | CIVIL & ENVIRONMENTAL ENGINEERING |
Format: | Article |
Published: |
2014
|
Subjects: | |
Online Access: | http://scholarbank.nus.edu.sg/handle/10635/59201 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | National University of Singapore |
Similar Items
-
Seismic capacity of typical high-rise buildings in Singapore
by: Balendra, T., et al.
Published: (2014) -
Overstrength and ductility of reinforced concrete shear-wall frame buildings not designed for seismic loads
by: KONG KIAN HAU
Published: (2010) -
Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110
by: Balendra, T., et al.
Published: (2014) -
Estimating uncertainty in limit state capacities for reinforced concrete frame structures through pushover analysis
by: Yu, Xiaohui, et al.
Published: (2016) -
Toward multivariate fragility functions for seismic damage and loss estimation of high-rise buildings
by: Kourehpaz, Pouria, et al.
Published: (2024)