A modal pushover analysis procedure for estimating seismic demands for buildings

AK Chopra, RK Goel - Earthquake engineering & structural …, 2002 - Wiley Online Library
Developed herein is an improved pushover analysis procedure based on structural
dynamics theory, which retains the conceptual simplicity and computational attractiveness of …

Seismic loss and downtime assessment of existing tall steel-framed buildings and strategies for increased resilience

C Molina Hutt, I Almufti, M Willford… - Journal of Structural …, 2016 - ascelibrary.org
In areas of high seismicity in the United States, the design of many existing tall buildings
followed guidelines that do not provide an explicit understanding of performance during …

Minimum building life-cycle cost design criteria. II: Applications

YK Wen, YJ Kang - Journal of Structural Engineering, 2001 - ascelibrary.org
The design criteria for a nine-story office building, subject to earthquakes and winds, are
developed based on the method in the companion paper. The seismic and wind hazards …

[图书][B] Probabilistic seismic demand analysis, SMRF connection fractures, and near-source effects

N Luco - 2002 - search.proquest.com
Abstract Probabilistic Seismic Demand Analysis (PSDA) is an approach for computing the
mean annual frequency (or annual probability) of exceeding a specified seismic demand for …

[PDF][PDF] Pacific Earthquake Engineering Research Center

KM Mosalam, A Kasalanati… - … of California, Berkeley, 2006 - apps.peer.berkeley.edu
An accurate evaluation of the structural performance of reinforced concrete structural
systems under seismic loading requires a probabilistic approach due to uncertainties in …

Seismic performance assessment of steel frames with shape memory alloy connections. Part I—analysis and seismic demands

R DesRoches, B Taftali… - Journal of Earthquake …, 2010 - Taylor & Francis
This article is the first of two companion articles that evaluate the seismic performance of
steel moment-resisting frames with innovative beam-to-column connections that incorporate …

[图书][B] Minimum life-cycle cost structural design against natural hazards

YJ Kang - 2000 - search.proquest.com
INFORMATION TO USERS Page 1 INFORMATION TO USERS This manuscript has been
reproduced from the microfilm master. UMI films the text directly from the original or copy …

Fragility and hazard analysis of a welded steel moment resisting frame

AK Kazantzi, TD Righiniotis… - Journal of Earthquake …, 2008 - Taylor & Francis
With the move towards performance and consequence-based design and assessment of
structures under seismic loading, the engineering community is becoming increasingly …

Effects of connection fractures on global behavior of steel moment frames subjected to earthquakes

JE Rodgers, SA Mahin - Journal of Structural Engineering, 2006 - ascelibrary.org
Brittle fractures have been observed in beam-to-column connections of welded steel
moment frames following several recent earthquakes. To help understand the effects of …

[图书][B] Performance prediction and evaluation of low ductility steel moment frames for seismic loads

SY Yun - 2000 - search.proquest.com
Abstract Recent earthquakes in Northridge, California and Kobe, Japan have resulted in
billions of dollars of damage to buildings, bridges and other structures and the loss of …