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James O. Malley
Observed names:
J. Malley,
J.O. Malley,
James Malley,
James O Malley
Institution:
Degenkolb (United States)
Observed institutions:
University of Central Florida,
University of California San Diego,
Degenkolb (United States),
State of California,
California Department of General Services,
University of California, Berkeley
show all 6
OpenAlex ID:
A5020168075
Shear Links in Eccentrically Braced Frames
1984
·
James O. Malley
, Egor P. Popov
·
Journal of Structural Engineering
·
182
The 2005 AISC Seismic Provisions for Structural Steel Buildings
2007
·
James O. Malley
·
Engineering Journal
·
159
PDF
Design considerations for shear links in eccentrically braced frames
1983
·
James O. Malley
, Egor P. Popov
·
STIN
·
62
Seismic design of steel special moment frames:
2009
·
Ronald O Hamburger
, Helmut Krawinkler
, et al.
·
45
PDF
SAC Steel Project: Summary of Phase 1 testing investigation results
1998
·
James O. Malley
·
Engineering Structures
·
45
Overview of the FEMA/SAC program for reduction of earthquake hazards in steel moment frame structures
2002
·
S. Mahin
, J. Malley
, et al.
·
Journal of Constructional Steel Research
·
26
Advances in Seismic Design and Evaluation of Steel Moment Frames: Recent Findings from FEMA/SAC Phase II Project
2002
·
Sashi K. Kunnath
, James O. Malley
·
Journal of Structural Engineering
·
19
NEHRP Seismic Design Technical Brief No. 2 - Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers | NIST
2009
·
Ronald O. Hamburger
, Helmut Krawinkler
, et al.
·
17
A Procedure for the Seismic Evaluation of Buildings in the Central and Eastern United States
1992
·
James O. Malley
, Chris D. Poland
·
14
An Overview of the Changes to AISC 341—Seismic Provisions for Structural Steel Buildings
2018
·
J. Malley
, L. Arber
·
ASCE Structures Congress
·
12
Overview of the U.S. Program for Reduction of Earthquake Hazards in Steel Moment‐Frame Structures
2003
·
Stephen A. Mahin
, James O. Malley
, et al.
·
Earthquake Spectra
·
11
NEHRP Seismic Design Technical Brief No. 2 - Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers Second Edition
2016
·
Ronald O. Hamburger
, James O. Malley
·
10
PDF
Structural Steel Selection Considerations: A Guide for Students, Educators, Designers, and Builders
2001
·
Reidar Bjorhovde
, Michael F. Engestrom
, et al.
·
8
National Program to Improve Seismic Performance of Steel Frame Buildings
1998
·
Stephen A. Mahin
, Ronald O. Hamburger
, et al.
·
Journal of Performance of Constructed Facilities
·
7
Seismic Design Guidelines and Provisions for Steel‐Framed Buildings: FEMA 267/267A and 1997 AISC Seismic Provisions
2000
·
James O. Malley
, Charles J. Carter
, et al.
·
Earthquake Spectra
·
6
Seismic Behavior and Design of Steel Moment Frames: Aftermath of the 1994 Northridge Earthquake
2000
·
Sashi K. Kunnath
, James O. Malley
·
5
Seismic design of steel special moment frames
2000
·
Ronald O. Hamburger
, Helmut Krawinkler
, et al.
·
5
5 Buildings
1993
·
James O. Malley
, Mehmet Celebi
, et al.
·
Earthquake Spectra
·
4
Design of Steel Buildings for Earthquake and Stability by Application of ASCE 7 and AISC 360
2011
·
R. Shankar Nair
, James O. Malley
, et al.
·
Engineering Journal
·
3
PDF
Seismic Design of Steel Moment Frames
2004
·
Qi-Song “Kent” Yu
, James Malley
, et al.
·
CRC Press eBooks
·
3
Structural Forum
2000
·
Sashi K. Kunnath
, James O. Malley
·
Journal of Structural Engineering
·
3
Performance of moment resisting steel frames in the january 17, 1994 northridge earthquake
1996
·
James O. Malley
·
Elsevier eBooks
·
3
Incorporation of full‐scale testing and nonlinear connection analyses into the seismic upgrade of a 15‐story steel moment frame building
2011
·
James O. Malley
, Mark Sinclair
, et al.
·
The Structural Design of Tall and Special Buildings
·
2
History of Structural Response Modification Factors
2007
·
James Malley
, Peter Cheever
·
ASCE Structures Congress
·
2
The 2005 AISC Seismic Provisions
2006
·
James O. Malley
·
ASCE Structures Congress
·
2
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Works count:
46
Citation count:
662
H-index:
11
I10-index:
12
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