본문

  1. Home
183 Results:SS:RESPONSE 0.93 sec.
RSS 
다국어입력
 상세검색
 신착검색
선택출력 선택엑셀내보내기
151
Non-Elastic Responses of Tall Steel Buildings Subjected To Across-Wind Forces
Non-Elastic Responses of Tall Steel Buildings Subjected To Across-Wind Forces
Yukio Tamura, Hachinori Yasui and Hisao Marukawa(, | 국제구조공학회 | 2001 ,
152
A Deformable Section Model For The Dynamics of Suspension Bridges. Part l : Model and Linear Response
A Deformable Section Model For The Dynamics of Suspension Bridges. Part l : Model and Linear Response
Vincenzo Sepe and Giuliano Augusti(Italy), | 국제구조공학회 | 2001 ,
153
Control of 3-D Coupled Responses of Wind-Excited Tall Buildings By a Spatially Placed TLCD System
Control of 3-D Coupled Responses of Wind-Excited Tall Buildings By a Spatially Placed TLCD System
Shuhuo Liang, Qiusheng Li and Weilian Qu(China), | 국제구조공학회 | 2000 ,
154
Dynamic Response of a Bridge Deck With One Torsional Degree of Freedom Under Turbulent Wind
Dynamic Response of a Bridge Deck With One Torsional Degree of Freedom Under Turbulent Wind
Dora Foti and Pietro Monaco(Italy), | 국제구조공학회 | 2000 ,
155
Response of Fiber Reinforced Plastic Chimneys To Wind Loads
Response of Fiber Reinforced Plastic Chimneys To Wind Loads
A.S. Awad, A.A. El Damatty and B.J. Vickery(Canad, | 국제구조공학회 | 2000 ,
156
Optimal Response of Conical Tool Semi Angle In Ductile Metal Sheets Indentation and Its Governing Mechanics
Optimal Response of Conical Tool Semi Angle In Ductile Metal Sheets Indentation and Its Governing Mechanics
Malik M. Nazeer, M.Afzal Khan an A-ul Haq (Pakist, | 국제구조공학회 | 2003 ,
157
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 ,
158
Inelastic Seismic Response of Adjacent Buildings Linked by Fluid Dampers
Inelastic Seismic Response of Adjacent Buildings Linked by Fluid Dampers
Y.L.Xu, Z.Yang and X.L.Lu (China), | 국제구조공학회 | 2003 ,
159
Dynamic Response Analysis of Closed Loop Control System For Intelligent Truss Structures Based on Probability
Dynamic Response Analysis of Closed Loop Control System For Intelligent Truss Structures Based on Probability
W.Gao, J.J.Chen, H.B.Ma, X.S.Ma and M.T.Cui (Chin, | 국제구조공학회 | 2003 ,
160
Dynamic Plastic Response of a Hinged-Free Beam Subjected To Impact At An Arbitrary Location Along its Span
Dynamic Plastic Response of a Hinged-Free Beam Subjected To Impact At An Arbitrary Location Along its Span
Y. Zhang, J.L. Yang and Y.L. Hua (China), | 국제구조공학회 | 2002 ,
처음이전111213141516171819이후마지막
1
Dose-Response
International Hormesis Society [, ]
2
Republican Response to the State of the Union Address (Dunn & Largent, 1999)
Great Neck Publishing [, ]