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21
Large eddy simulation of the tornado-structure interaction to determine structural loadings
Large eddy simulation of the tornado-structure interaction to determine structural loadings
R.Panneer Selvam, Paul C.Millett, | 국제구조공학회 | 2005 ,
22
Nonlinear dynamic analysis for large-span single-layer reticulated shells subjected to wind loading
Nonlinear dynamic analysis for large-span single-layer reticulated shells subjected to wind loading
Yuan-Qi Li, Yukio Tamura, | 국제구조공학회 | 2005 ,
23
Energy Dissipation Response of Brick Masonry Under Cyclic Compressive Loading
Energy Dissipation Response of Brick Masonry Under Cyclic Compressive Loading
R Senthivel,S N Sinha, | 국제구조공학회 | 2003 ,
24
Unsteady Wind Loading On A Wall
Unsteady Wind Loading On A Wall
Discussion by Nicholas J. Cook (U.K.), Closure by, | 국제구조공학회 | 2003 ,
25
Unsteady Wind Loading On a Wall
Unsteady Wind Loading On a Wall
C.J.Baker(U.K.), | 국제구조공학회 | 2001 ,
26
Wind-induced Fatigue Loading of Tubular Steel Lighting Columns
Wind-induced Fatigue Loading of Tubular Steel Lighting Columns
A.P.Robertson, R.P. Hoxey, J.L.Short, L.R.Burgess, | 국제구조공학회 | 2001 ,
27
Behaviour of Volcanic pumice Based Thin Walled Composite Filled Columns Under Eccentric Loading
Behaviour of Volcanic pumice Based Thin Walled Composite Filled Columns Under Eccentric Loading
Khandaker M. Anwar Hossain (Canada), | 국제구조공학회 | 2003 ,
28
A Study on The Measurement of Plastic Zone and Crack Growth Length At The Crack Tip Under Cyclic Loading Using ESPI System
A Study on The Measurement of Plastic Zone and Crack Growth Length At The Crack Tip Under Cyclic Loading Using ESPI System
Kyung-Su Kim, Ki-Sung Kim and Chun-Sik Shim (Kore, | 국제구조공학회 | 2003 ,
29
Strength of FRP RC Sections After Long-Term Loading
Strength of FRP RC Sections After Long-Term Loading
M.A.Pisani (Italy), | 국제구조공학회 | 2003 ,
30
Reinforced Concrete Beam-Column Joints With Lap Spliced Under Cyclic Loading
Reinforced Concrete Beam-Column Joints With Lap Spliced Under Cyclic Loading
Athanasios I. Karabinis (Greece), | 국제구조공학회 | 2002 ,
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