| Seismic eccentrically braced frames EP Popov, MD Engelhardt Journal of Constructional Steel Research 10, 321-354, 1988 | 328 | 1988 |
| 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 | 273 | 2007 |
| 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 | 272 | 2010 |
| 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 | 271 | 2005 |
| 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 | 269 | 2002 |
| Reinforcing of steel moment connections with cover plates: benefits and limitations MD Engelhardt, TA Sabol Engineering structures 20 (4-6), 510-520, 1998 | 267 | 1998 |
| Cyclic-loading performance of welded flange-bolted web connections MD Engelhardt, AS Husain Journal of Structural Engineering 119 (12), 3537-3550, 1993 | 237 | 1993 |
| Experimental investigation of dogbone moment connections MD Engelhardt, T Winneberger, AJ Zekany, TJ Potyraj Engineering Journal 35 (4), 128-139, 1998 | 229 | 1998 |
| Experimental performance of long links in eccentrically braced frames MD Engelhardt, EP Popov Journal of Structural Engineering 118 (11), 3067-3088, 1992 | 215 | 1992 |
| Testing of welded steel moment connections in response to the Northridge earthquake MD Engelhardt, TA Sabol Northridge steel update 1, 1994 | 203 | 1994 |
| 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 | 190 | 1999 |
| Behavior of long links in eccentrically braced frames. MD Engelhardt | 174 | 1990 |
| On design of eccentrically braced frames MD Engelhardt, EP Popov Earthquake spectra 5 (3), 495-511, 1989 | 174 | 1989 |
| 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 | 166 | 2002 |
| The dogbone connection: Part II MD Engelhardt, T Winneberger, AJ Zekany, TJ Potyraj Modern steel construction 36 (8), 46-55, 1996 | 163 | 1996 |
| 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 | 148 | 2011 |
| 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 | 141 | 2000 |
| 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 | 137 | 1996 |
| 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 | 120 | 1997 |
| 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 | 98 | 2009 |