Sang-Dae Kim
- A Study on Actual Wind Load Distributions Derived by Advanced Conditional Sampling Method. Vorgetragen bei: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States. (2006):
- Experimental investigation of the cyclic behavior of nodes in diagrid structures. In: Engineering Structures, v. 33, n. 7 (Juli 2011). (2011):
- Seismic behavior factors of buckling-restrained braced frames. In: Structural Engineering and Mechanics, v. 33, n. 3 (Oktober 2009). (2009):
- Analytical Modeling and Nonlinear Analysis of Beam-Column Connection in Steel Moment Resisting Frame. In: Journal of Asian Architecture and Building Engineering, v. 5, n. 2 (November 2006). (2006):
- Structural Performance of Steel-Concrete Composite Column Subjected to Axial and Flexural Loading. In: Journal of Asian Architecture and Building Engineering, v. 5, n. 1 (Mai 2006). (2006):
- 단층 프리폼 대공간 구조물의 노드에 대한 축하중 구조성능 평가 (Structural Performances of an Axially-loaded Node in Single Layered Free Form Space Structures). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 1 (Februar 2012). (2012):
- Up–up construction takes off in Korea. In: Proceedings of the Institution of Civil Engineers - Civil Engineering, v. 158, n. 3 (August 2005). (2005):
- Flexural capacity of plate girders with very slender corrugated webs. In: International Journal of Steel Structures, v. 14, n. 4 ( 2014). (2014):
- Large-Scale Testing of Coupled Shear Wall Structures with Damping Devices. In: Advances in Structural Engineering, v. 16, n. 11 (November 2013). (2013):
- Axial Behavior and Strength of yLC Composite Columns. In: Advances in Structural Engineering, v. 15, n. 12 (Dezember 2012). (2012):
- Component tests of buckling-restrained braces with unconstrained length. In: Engineering Structures, v. 31, n. 2 (Februar 2009). (2009):
- Calibration of analytical models to assess wind-induced acceleration responses of tall buildings in serviceability level. In: Engineering Structures, v. 31, n. 9 (September 2009). (2009):
- Strength evaluation of beam–column connection in the weak axis of H-shaped column. In: Engineering Structures, v. 30, n. 6 (Juni 2008). (2008):
- FREE node for a single layer free-form envelope subjected to bending moment. In: Engineering Structures, v. 106 (Januar 2016). (2016):
- Non-uniform steel strip dampers subjected to cyclic loadings. In: Engineering Structures, v. 99 (September 2015). (2015):
- Modified Fatigue Model for Hourglass-Shaped Steel Strip Damper Subjected to Cyclic Loadings. In: Journal of Structural Engineering (ASCE), v. 141, n. 8 (August 2015). (2015):
- Structural behavior of alternative low floor height system using structural "tee," half precast concrete, and horizontal stud. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 32, n. 2 (April 2005). (2005):
- Experimental assessment of the shear strength of an asymmetric steel composite beam with web openings. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 32, n. 2 (April 2005). (2005):
- Flexural Test of a Composite Beam Using Asymmetric Steel Section with Web Openings. In: Journal of Structural Engineering (ASCE), v. 135, n. 4 (April 2009). (2009):
- Experimental Evaluation of New Concrete Encased Steel Composite Beam to Steel Column Joint. In: Journal of Structural Engineering (ASCE), v. 133, n. 4 (April 2007). (2007):
- The Subassemblage test of buckling-restrained braces with H-shaped steel core. In: The Structural Design of Tall and Special Buildings, v. 24, n. 4 (März 2015). (2015):
- Wind-induced vibration control of tall buildings using hybrid buckling-restrained braces. In: The Structural Design of Tall and Special Buildings, v. 23, n. 7 (Mai 2014). (2014):
- Cyclic Behavior of Diagrid Nodes with H -Section Braces. In: Journal of Structural Engineering (ASCE), v. 136, n. 9 (September 2010). (2010):
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A modified dynamic inelastic analysis of tall buildings considering changes of dynamic characteristics. In: The Structural Design of Tall Buildings, v. 8, n. 1 ( 1999).
https://doi.org/10.1002/(SICI)1099-1794(199903)8:1<57::AID-TAL122>3.0.CO;2-T
(1999):