Techno Press
Techno Press

Structural Engineering and Mechanics
  Volume 11, Number 6, June 2001 , pages 663-672
DOI: https://doi.org/10.12989/sem.2001.11.6.663
 


Risk evaluation of steel frames with welded connections under earthquake
Jianlin Song and Bruce R. Ellingwood(U.S.A.)

 
Abstract
    Numerous failures in welded connections in steel moment-resisting building frames (SMRF)
were observed when buildings were inspected after the 1994 Northridge Earthquake. These observations
raised concerns about the effectiveness of such frames for resisting strong earthquake ground motions.
The behavior of SMRFs during an earthquake must be assessed using nonlinear dynamic analysis, and
such assessments must permit the deterioration in connection strength to capture the behavior of the
frame. The uncertainties that underlie both structural and dynamic loading also need to be included in the
analysis process. This paper describes the analysis of one of approximately 200 SMRFs that suffered
damage to its welded beam-to-column connections from the Northridge Earthquake is evaluated.
Nonlinear static and dynamic analysis of this SMRF in the time domain is performed using ground
motions representing the Northridge Earthquake. Subsequently, a detailed uncertainty analysis is conducted
for the building using an ensemble of earthquake ground motions. Probability distributions for
deformation-related limit states, described in terms of maximum roof displacement or interstory drift, are
constructed. Building fragilities that are useful for condition assessment of damaged building structures
and for performance-based design are developed from these distributions.
 
Key Words
    buildings (codes); design (buildings); connections; earthquakes; frames; loads (forces); probability; reliability; safety; strutural engineering; welding.
 
Address
Jianlin Song and Bruce R. Ellingwood, Applied Insurance Research, 101 Huntington Ave., Boston, MA 02199-8001, U.S.A
School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332, U.S.A
 

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