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91
ANI 'no':It dosen't always Mean 'no' in Krean
ANI 'no':It dosen't always Mean 'no' in Krean
양창용, | 담화인지언어학회 | 2002 ,
92
Little Dorrit: The Daughter Imprisoned by Her Father
Little Dorrit: The Daughter Imprisoned by Her Father
계원봉, | 한국근대영미소설학회 | 2000 ,
93
Wind-induced Dynamic Response and Its Load Estimation For Structural Frames of Single-Layer Latticed Domes With long Spans
Wind-induced Dynamic Response and Its Load Estimation For Structural Frames of Single-Layer Latticed Domes With long Spans
Yasushi Uematsu, Takayuki Sone, Motohiko Yamada a, | 국제구조공학회 | 2002 ,
94
Time Domain Flutter Analysis of The Great Belt East Bridge
Time Domain Flutter Analysis of The Great Belt East Bridge
Lamberto Briseghella, Paolo Franchetti and Stefan, | 국제구조공학회 | 2002 ,
95
Pressure Equalization of Rainscreen Facades: Analysis of The Field Data In The Frequency Domain
Pressure Equalization of Rainscreen Facades: Analysis of The Field Data In The Frequency Domain
K.Suresh Kumar(Canada) and J.A.Wisse(Netherlands), | 국제구조공학회 | 2001 ,
96
Unbalanced Wind Buffeting Effects On Bridges During Double Cantilever Erection Stages
Unbalanced Wind Buffeting Effects On Bridges During Double Cantilever Erection Stages
Pedro A. Mendes and Frenando A. Branco(Portugal), | 국제구조공학회 | 2001 ,
97
Aeroelastic Instability of Long-Span Bridges: Contributions To The Analysis In Frequency and Time Domains
Aeroelastic Instability of Long-Span Bridges: Contributions To The Analysis In Frequency and Time Domains
Vincenzo Sepe, Luca Caracoglia and Piero D'Asdia(, | 국제구조공학회 | 2000 ,
98
Time Domain Earthquake Response Analysis Method For 2-D Soil-Structure Interaction Systems
Time Domain Earthquake Response Analysis Method For 2-D Soil-Structure Interaction Systems
Doo Kie Kim and Chung-Nang Yun (Korea), | 국제구조공학회 | 2003 ,
99
A Study of The Nonlinear Dynamic Instability of Hybrid Cable Dome Structures
A Study of The Nonlinear Dynamic Instability of Hybrid Cable Dome Structures
Seung-Deog Kim, Hyung-Seok Kim and Moon-Myung Kan, | 국제구조공학회 | 2003 ,
100
A New Quadrilateral 5-Node Non-Conforming Membrane Element With Drilling DOF
A New Quadrilateral 5-Node Non-Conforming Membrane Element With Drilling DOF
Tae-Yeol Lee and Chang-Koon Choi (Korea), | 국제구조공학회 | 2002 ,
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