✦ LIBER ✦

Improved probabilistic quantification of drift demands for seismic evaluation

✍ Scribed by Maria Stoica; Ricardo A. Medina; Richard H. McCuen

Book ID: 108278179
Publisher: Elsevier Science
Year: 2007
Tongue: English
Weight: 207 KB
Volume: 29
Category: Article
ISSN: 0167-4730
DOI: 10.1016/j.strusafe.2006.03.003

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Estimation of seismic drift demands for

Estimation of seismic drift demands for frame structures

✍ Akshay Gupta; Helmut Krawinkler 📂 Article 📅 2000 🏛 John Wiley and Sons 🌐 English ⚖ 687 KB

Evaluation of residual drift demands in

Evaluation of residual drift demands in regular multi-storey frames for performance-based seismic assessment

✍ Jorge Ruiz-García; Eduardo Miranda 📂 Article 📅 2006 🏛 John Wiley and Sons 🌐 English ⚖ 245 KB 👁 1 views

An improved modal pushover analysis proc

An improved modal pushover analysis procedure for estimating seismic demands of structures

✍ Jianmeng Mao; Changhai Zhai; Lili Xie 📂 Article 📅 2008 🏛 Institute of Engineering Mechanics, China Earthqua 🌐 English ⚖ 190 KB

Probabilistic methods for the evaluation

Probabilistic methods for the evaluation of seismic damage of existing structures

✍ James T.P. Yao 📂 Article 📅 1982 🏛 Elsevier Science ⚖ 602 KB

A procedure for evaluating seismic energ

A procedure for evaluating seismic energy demand of framed structures

✍ Chung-Che Chou; Chia-Ming Uang 📂 Article 📅 2002 🏛 John Wiley and Sons 🌐 English ⚖ 517 KB

Seismic risk assessment for the mega-cit

Seismic risk assessment for the mega-city of Istanbul: Ductility, strength and maximum interstory drift demands

✍ Pelin Gundes Bakir; Guido De Roeck; Geert Degrande; Kevin K.F. Wong 📂 Article 📅 2007 🏛 Elsevier Science 🌐 English ⚖ 1017 KB

This study investigates the seismic demands due to the catastrophic 1999 M w ¼ 7:4 Kocaeli and the M w ¼ 7:1 Duzce earthquakes. The inelastic response spectra for the Kocaeli and Duzce earthquakes are investigated for systems with known strength and ductility. An analytical fiber element model is de