𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. I: Formulation

✍ Scribed by Foley, Christopher M.; Pezeshk, Shahram; Alimoradi, Arzhang

Book ID
120212406
Publisher
American Society of Civil Engineers
Year
2007
Tongue
English
Weight
147 KB
Volume
133
Category
Article
ISSN
0733-9445

No coin nor oath required. For personal study only.

πŸ“œ SIMILAR VOLUMES

Optimal seismic design of moment-resisti
Optimal seismic design of moment-resisting steel frames with hysteretic passive devices
✍ G. Apostolakis; G. F. Dargush πŸ“‚ Article πŸ“… 2009 πŸ› John Wiley and Sons 🌐 English βš– 706 KB

## 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 well‐established methodology for the topological distribution and si

Inclusion of P–Δ effect in displacement-
Inclusion of P–Δ effect in displacement-based seismic design of steel moment resisting frames
✍ Aristidis V. Asimakopoulos; Dimitris L. Karabalis; Dimitri E. Beskos πŸ“‚ Article πŸ“… 2007 πŸ› John Wiley and Sons 🌐 English βš– 218 KB πŸ‘ 1 views

## Abstract A procedure for treating the __P__– Ξ” effect in the direct displacement‐based 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