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1
An Improved Friction Model and Its Implications for the Slip, the Frictional Energy, and The Cornering Force and Moment of Tires
An Improved Friction Model and Its Implications for the Slip, the Frictional Energy, and The Cornering Force and Moment of Tires
K. S. Park., | 대한기계학회 | 2006 ,
2
Analytical Modeling and Nonlinear Analysis of Beam-Column Connection in Steel Moment Resisting Frame
Analytical Modeling and Nonlinear Analysis of Beam-Column Connection in Steel Moment Resisting Frame
Sun Min Kim., | 대한건축학회 | 2006 ,
3
Bone mineral density in the proximal tibia varies as a function of static alignment and knee adduction angular momentum in individuals with medial knee osteoarthritis
Bone mineral density in the proximal tibia varies as a function of static alignment and knee adduction angular momentum in individuals with medial knee osteoarthritis
L. E. Thorp., | Elsevier Inc | 2006 ,
4
Analysis of Steel Moment Frames with Deformable Panel Zones
Analysis of Steel Moment Frames with Deformable Panel Zones
K. D. Hjelmstad, G. Haikal, | The Korean Society of Steel Structures | 2006 ,
5
Lateral Buckling of Stepped Beams under Linear Moment Gradient
Lateral Buckling of Stepped Beams under Linear Moment Gradient
Jong-Sup Park, Young Jong Kang, | The Korean Society of Steel Structures | 2004 ,
6
Fracture Toughness Properties of Moment Resistant Column-Beam Connections -Part Ⅱ : Inelastic Analysis
Fracture Toughness Properties of Moment Resistant Column-Beam Connections -Part Ⅱ : Inelastic Analysis
Hong Chen, Yong-Jiu Shi, Yuan-Qing Wang, | The Korean Society of Steel Structures | 2004 ,
7
Fracture Toughness Properties of Moment Resistant Column-Beam Connections-Part I : Elastic Analysis
Fracture Toughness Properties of Moment Resistant Column-Beam Connections-Part I : Elastic Analysis
Hong Chen,Yong-Jiu Shi, Yuan-Qing Wang, | The Korean Society of Steel Structures | 2004 ,
8
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Elastoplastic Interaction formulae for the internal forces and moments of I and box cross-sections
Ioannis Vayas, | The Korean Society of Steel Structures | 2003 ,
9
Reduced Inelastic Response Analysis of Moment-resisting Steel Frames Based on Simplified Global Yield Surface Models
Reduced Inelastic Response Analysis of Moment-resisting Steel Frames Based on Simplified Global Yield Surface Models
Kenichi Ohi, Takumi Ito, | The Korean Society of Steel Structures | 2003 ,
10
Seismic Design of Moment Resisting Connection
Seismic Design of Moment Resisting Connection
Ben Kato, | The Korean Society of Steel Structures | 2003 ,
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