Please use this identifier to cite or link to this item:
https://scholarbank.nus.edu.sg/handle/10635/66190
| Title: | Stability formulae for shear-wall frame structures | Authors: | Wang, C.M. Ang, K.K. Quek, S.T. |
Issue Date: | 1991 | Citation: | Wang, C.M.,Ang, K.K.,Quek, S.T. (1991). Stability formulae for shear-wall frame structures. Building and Environment 26 (2) : 217-222. ScholarBank@NUS Repository. | Abstract: | For preliminary design of shear-wall frame structures, the lowest buckling load has to be estimated, preferably using a simple and accurate formula. A simple formula is presented by modeling the structure as a shear-restrained column and solving the associated total energy functional or the governing differential equation by means of the energy approach. The formula is applicable for fixed as well as elastic support conditions and the results agree with the exact analytical transcendental solutions. © 1991. | Source Title: | Building and Environment | URI: | http://scholarbank.nus.edu.sg/handle/10635/66190 | ISSN: | 03601323 |
| Appears in Collections: | Staff Publications |
Show full item record
Files in This Item:
There are no files associated with this item.
Google ScholarTM
Check
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.