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6 Results:SS:DAM PP:THE KOREAN SOCIETY OF STEEL STRUCTURES 0.218 sec.
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1
Model Updating and Joint Damage Assessment for Steel Frame Sturctures Using Structural Identification Techniques
Model Updating and Joint Damage Assessment for Steel Frame Sturctures Using Structural Identification Techniques
Jae-Hak Yi, Chung-Bang Yun, Maria Q. Feng, | The Korean Society of Steel Structures | 2003 ,
2
Efficient Mode Superposition Methods for Non-classically Damped System
Efficient Mode Superposition Methods for Non-classically Damped System
Sang-Won Cho, Hung-Jo Jung, In Won Lee, | The Korean Society of Steel Structures | 2005 ,
3
Use of Post-Tensioned Friction Damped Connections for Seismic Retrofit of Steel Moment Resisting Frames
Use of Post-Tensioned Friction Damped Connections for Seismic Retrofit of Steel Moment Resisting Frames
Pedro Rojas, Maria M. Garlock, James M. Ricles, R, | The Korean Society of Steel Structures | 2005 ,
4
Seismic Design and Evaluation of Steel MRF Retrofit with Elastomeric Dampers
Seismic Design and Evaluation of Steel MRF Retrofit with Elastomeric Dampers
Kyung Sik Lee, James Ricles, Richard Sause, | The Korean Society of Steel Structures | 2004 ,
5
Ultimate Energy Absorption Capacity of Steel Plate Slit Dampers Subjected to Shear Force
Ultimate Energy Absorption Capacity of Steel Plate Slit Dampers Subjected to Shear Force
Myung-Ho Lee, Sang-Hoon Oh, Choong Huh, Young-Suk, | The Korean Society of Steel Structures | 2002 ,
6
Local Buckling Strength of Patch Corrosion Damaged Steel Tubular Bracing
Local Buckling Strength of Patch Corrosion Damaged Steel Tubular Bracing
Mike F. Hebor, James M. Ricles, | The Korean Society of Steel Structures | 2002 ,
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