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Michael D. Engelhardt
Michael D. Engelhardt
Verified email at mail.utexas.edu
Title
Cited by
Cited by
Year
Seismic eccentrically braced frames
EP Popov, MD Engelhardt
Journal of Constructional Steel Research 10, 321-354, 1988
2991988
Reinforcing of steel moment connections with cover plates: benefits and limitations
MD Engelhardt, TA Sabol
Engineering structures 20 (4-6), 510-520, 1998
2561998
Experimental study of local buckling, overstrength, and fracture of links in eccentrically braced frames
T Okazaki, G Arce, HC Ryu, MD Engelhardt
Journal of Structural Engineering 131 (10), 1526-1535, 2005
2492005
Experimental evaluation of cyclically loaded reduced beam section moment connections
SL Jones, GT Fry, MD Engelhardt
Journal of Structural Engineering 128 (4), 441-451, 2002
2482002
Cyclic loading behavior of EBF links constructed of ASTM A992 steel
T Okazaki, MD Engelhardt
Journal of constructional steel Research 63 (6), 751-765, 2007
2472007
Behavior of post-installed shear connectors under static and fatigue loading
G Kwon, MD Engelhardt, RE Klingner
Journal of Constructional Steel Research 66 (4), 532-541, 2010
2292010
Experimental investigation of dogbone moment connections
MD Engelhardt, T Winneberger, AJ Zekany, TJ Potyraj
Engineering Journal 35 (4), 128-139, 1998
2251998
Cyclic-loading performance of welded flange-bolted web connections
MD Engelhardt, AS Husain
Journal of Structural Engineering 119 (12), 3537-3550, 1993
2201993
Experimental performance of long links in eccentrically braced frames
MD Engelhardt, EP Popov
Journal of Structural Engineering 118 (11), 3067-3088, 1992
2051992
Rehabilitation of shear critical concrete columns by use of rectangular steel jackets
RS Aboutaha, MD Engelhardt, JO Jirsa, ME Kreger
Structural Journal 96 (1), 68-78, 1999
1821999
Behavior of long links in eccentrically braced frames.
MD Engelhardt
1701990
The dogbone connection: Part II
MD Engelhardt, T Winneberger, AJ Zekany, TJ Potyraj
Modern steel construction 36 (8), 46-55, 1996
1631996
On design of eccentrically braced frames
MD Engelhardt, EP Popov
Earthquake spectra 5 (3), 495-511, 1989
1581989
Monotonic and cyclic loading models for panel zones in steel moment frames
KD Kim, MD Engelhardt
Journal of Constructional Steel Research 58 (5-8), 605-635, 2002
1572002
Behavior and design of radius cut reduced beam section connections
MD Engelhardt, G Fry, S Jones, M Venti, S Holliday
Rep. No. SAC/BD-00 17, 2000
1352000
Retrofit of concrete columns with inadequate lap splices by the use of rectangular steel jackets
RS Aboutaha, MD Engelhardt, JO Jirsa, ME Kreger
Earthquake Spectra 12 (4), 693-714, 1996
1301996
Experimental behavior of bridge beams retrofitted with postinstalled shear connectors
G Kwon, MD Engelhardt, RE Klingner
Journal of Bridge Engineering 16 (4), 536-545, 2011
1282011
Testing of welded steel moment connections in response to the Northridge earthquake
MD Engelhardt, TA Sabol
Northridge steel update 1, 1994
1181994
Seismic‐resistant steel moment connections: developments since the 1994 Northridge earthquake
MD Engelhardt, TA Sabol
Progress in structural engineering and materials 1 (1), 68-77, 1997
1131997
Experimental investigation of link-to-column connections in eccentrically braced frames
T Okazaki, MD Engelhardt, A Drolias, E Schell, JK Hong, CM Uang
Journal of Constructional Steel Research 65 (7), 1401-1412, 2009
882009
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