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11
Structural Characteristics of H-shaped Beam-to-Square Tube Column Connection with Vertical Stiffeners
Structural Characteristics of H-shaped Beam-to-Square Tube Column Connection with Vertical Stiffeners
Junich Kimura, Jinan Chung, Chiaki Matsui, Sungmo, | The Korean Society of Steel Structures | 2005 ,
12
Propagation of Long Cracks in Stiffened Box-sections under Bending and Stiffened Single Panels under Axial Tension
Propagation of Long Cracks in Stiffened Box-sections under Bending and Stiffened Single Panels under Axial Tension
Robert J. Dexter, Hussam N. Mahmoud, Paul Pilarski, | The Korean Society of Steel Structures | 2005 ,
13
Design of Longitudial Stiffeners on Box Girder Flanges
Design of Longitudial Stiffeners on Box Girder Flanges
Chai H. Yoo, | The Korean Society of Steel Structures | 2001 ,
14
Determination of Subgrade Stiffness under Intsct Portland Cement Concrete Slabsf for Rubblization Projects
Determination of Subgrade Stiffness under Intsct Portland Cement Concrete Slabsf for Rubblization Projects
Sungho Mun, Y. Richard Kim, | 대한토목학회 | 2004 ,
15
Effects of Surrounding Soil Stiffness and Shaft Length in the Impact-Echo Test of Drilled Shaft
Effects of Surrounding Soil Stiffness and Shaft Length in the Impact-Echo Test of Drilled Shaft
D.S. Kim, H.W. Kim, | 대한토목학회 | 2003 ,
16
Fatigue Behavior of Transverse Stiffener Subjected to Variable Amplitude Loading
Fatigue Behavior of Transverse Stiffener Subjected to Variable Amplitude Loading
Sang-Ik Woo,Kyoung-Sup Jung,Pedro Albrecht, | 대한토목학회 | 2002 ,
17
Fatigue Behavior of the Transverse Stiffener Subjected to Variable Amplitude Loading
Fatigue Behavior of the Transverse Stiffener Subjected to Variable Amplitude Loading
Sang-Ik Woo, | 대한토목학회 | 2002 ,
18
Free Vibration Analysis of Plate Structures Using Finite Element-Transfer Stiffness Coefficient Method
Free Vibration Analysis of Plate Structures Using Finite Element-Transfer Stiffness Coefficient Method
Myung-Soo Choi, | 대한기계학회 | 2003 ,
19
Optimum Shape for Buckling and Post-Buckling Behavior of a Laminated Composite Panel with I-type Stiffeners
Optimum Shape for Buckling and Post-Buckling Behavior of a Laminated Composite Panel with I-type Stiffeners
Gwang-Rog LEE,Won-Ho Yang,Myung-Won Suh, | 대한기계학회 | 2002 ,
20
Error Analysis of a Parallel Mechanism Considering Link Stiffness and Joint Clearances
Error Analysis of a Parallel Mechanism Considering Link Stiffness and Joint Clearances
Seung Reung Lim,Kyungwoo Kang,Sungchul Park,Chun, | 대한기계학회 | 2002 ,
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