## Abstract A procedure for treating the __P__β Ξ effect in the direct displacementβbased seismic design of regular steel moment resisting frames with ideal elastoplastic material behaviour is proposed. A simple formula for the yield displacement amplification factor as a function of ductility and
Direct Displacement Based Design of Regular Steel Moment Resisting Frames
β Scribed by S. Malekpour; H. Ghaffarzadeh; F. Dashti
- Book ID
- 119353455
- Publisher
- Elsevier
- Year
- 2011
- Tongue
- English
- Weight
- 605 KB
- Volume
- 14
- Category
- Article
- ISSN
- 1877-7058
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
## Abstract The effectiveness of hysteretic passive devices to protect and mitigate the response of a structure under seismic loading is well established by both analytical and experimental research. Nevertheless, a systematic and wellβestablished methodology for the topological distribution and si
This study introduced and evaluated two stability coefficients that can be used to quantify the P-β effect during elastic and inelastic lateral displacement of regular steel moment resisting frames (SMRF). The first coefficient, applicable during elastic lateral displacement, was developed through a