Sang-Dae Kim
- (2006): A Study on Actual Wind Load Distributions Derived by Advanced Conditional Sampling Method. Presented at: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.
- (2011): Experimental investigation of the cyclic behavior of nodes in diagrid structures. In: Engineering Structures, v. 33, n. 7 (July 2011).
- (2009): Seismic behavior factors of buckling-restrained braced frames. In: Structural Engineering and Mechanics, v. 33, n. 3 (October 2009).
- (2006): 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 (May 2006).
- (2012): 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 (February 2012).
- (2005): Up–up construction takes off in Korea. In: Proceedings of the Institution of Civil Engineers - Civil Engineering, v. 158, n. 3 (August 2005).
- (2014): Flexural capacity of plate girders with very slender corrugated webs. In: International Journal of Steel Structures, v. 14, n. 4 ( 2014).
- (2013): Large-Scale Testing of Coupled Shear Wall Structures with Damping Devices. In: Advances in Structural Engineering, v. 16, n. 11 (November 2013).
- (2012): Axial Behavior and Strength of yLC Composite Columns. In: Advances in Structural Engineering, v. 15, n. 12 (December 2012).
- (2009): Component tests of buckling-restrained braces with unconstrained length. In: Engineering Structures, v. 31, n. 2 (February 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).
- (2008): Strength evaluation of beam–column connection in the weak axis of H-shaped column. In: Engineering Structures, v. 30, n. 6 (June 2008).
- (2016): FREE node for a single layer free-form envelope subjected to bending moment. In: Engineering Structures, v. 106 (January 2016).
- (2015): 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).
- (2005): 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).
- (2009): 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).
- (2007): 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).
- (2015): 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 (March 2015).
- (2014): 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 (May 2014).
- (2010): Cyclic Behavior of Diagrid Nodes with H -Section Braces. In: Journal of Structural Engineering (ASCE), v. 136, n. 9 (September 2010).
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(1999): 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
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