| Assessment of progressive collapse-resisting capacity of steel moment frames J Kim, T Kim Journal of Constructional Steel Research 65 (1), 169-179, 2009 | 414 | 2009 |
| Behavior and design of structures with buckling-restrained braces J Kim, H Choi Engineering structures 26 (6), 693-706, 2004 | 225 | 2004 |
| Response modification factors of chevron-braced frames J Kim, H Choi Engineering structures 27 (2), 285-300, 2005 | 214 | 2005 |
| Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum H Choi, J Kim Engineering Structures 28 (2), 304-311, 2006 | 193 | 2006 |
| Progressive collapse-resisting capacity of RC beam–column sub-assemblage H Choi, J Kim Magazine of concrete research 63 (4), 297-310, 2011 | 182 | 2011 |
| Rotational inertia dampers with toggle bracing for vibration control of a building structure JS Hwang, J Kim, YM Kim Engineering Structures 29 (6), 1201-1208, 2007 | 175 | 2007 |
| Performance-based design of added viscous dampers using capacity spectrum method J Kim, H Choi, KW Min Journal of Earthquake Engineering 7 (01), 1-24, 2003 | 172 | 2003 |
| Seismic performance of structures connected by viscoelastic dampers J Kim, J Ryu, L Chung Engineering structures 28 (2), 183-195, 2006 | 170 | 2006 |
| Seismic design of low-rise steel frames with buckling-restrained braces J Kim, Y Seo Engineering structures 26 (5), 543-551, 2004 | 162 | 2004 |
| Evaluation of progressive collapse potential of steel moment frames considering catenary action J Kim, D An The structural design of tall and special buildings 18 (4), 455-465, 2009 | 156 | 2009 |
| Development of integrated system for progressive collapse analysis of building structures considering dynamic effects HS Kim, J Kim, DW An Advances in Engineering Software 40 (1), 1-8, 2009 | 147 | 2009 |
| Seismic performance evaluation of diagrid system buildings J Kim, YH Lee The Structural design of tall and special buildings 21 (10), 736-749, 2012 | 131 | 2012 |
| Component tests of buckling-restrained braces with unconstrained length YK Ju, MH Kim, J Kim, SD Kim Engineering structures 31 (2), 507-516, 2009 | 126 | 2009 |
| Sensitivity analysis of steel buildings subjected to column loss J Kim, JH Park, TH Lee Engineering Structures 33 (2), 421-432, 2011 | 125 | 2011 |
| Vibration tests of 5-storey steel frame with viscoelastic dampers KW Min, J Kim, SH Lee Engineering Structures 26 (6), 831-839, 2004 | 118 | 2004 |
| Collapse analysis of steel moment frames with various seismic connections T Kim, J Kim Journal of Constructional Steel Research 65 (6), 1316-1322, 2009 | 116 | 2009 |
| Displacement-based design of supplemental dampers for seismic retrofit of a framed structure J Kim, H Choi Journal of Structural Engineering 132 (6), 873-883, 2006 | 110 | 2006 |
| Optimal design of added viscoelastic dampers and supporting braces JH Park, J Kim, KW Min Earthquake engineering & structural dynamics 33 (4), 465-484, 2004 | 109 | 2004 |
| Compressive response of concrete confined with steel spirals and FRP composites JY Lee, CK Yi, HS Jeong, SW Kim, JK Kim Journal of Composite Materials 44 (4), 481-504, 2010 | 106 | 2010 |
| Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis T Kim, J Kim, J Park Journal of Performance of Constructed Facilities 23 (5), 327-335, 2009 | 105 | 2009 |
Mohammad Mahdi JavidanResearch Professor and Lecturer at Sungkyunkwan UniversityVerified email at skku.edu
