维普期刊资源整合服务平台（V6.5）

147篇 您的检索式：作者名="Spacone"

选中清除导出查看参考文献查看引证文献引用追踪共8页首页上一页第1页下一页末页 /8 跳转

	题名	作者	年代	出处	被引量
1	Response reduction factor of irregular RC buildings in Kathmandu valley显示文摘Most current seismic design includes the nonlinear response of a structure through a response reduction factor(R). This allows the designer to use a linear elastic force-based approach while accounting for nonlinear behavior and deformation limits. In fact, the response reduction factor is used in modern seismic codes to scale down the elastic response of a structure. This study focuses on estimating the actual ‘R' value for engineered design/construction of reinforced concrete(RC) buildings in Kathmandu valley. The ductility and overstrength of representative RC buildings in Kathmandu are investigated. Nonlinear pushover analysis was performed on structural models in order to evaluate the seismic performance of buildings. Twelve representative engineered irregular buildings with a variety of characteristics located in the Kathmandu valley were selected and studied. Furthermore, the effects of overstrength on the ductility factor, beam column capacity ratio on the building ductility, and load path on the response reduction factor, are examined. Finally, the results are further analyzed and compared with different structural parameters of the buildings.	Hemchandra Chaulagain Hugo Rodrigues Enrico Spacone Ramesh Guragain Radhakrishna Mallik Humberto Varum	2014	Earthquake Engineering and Engineering Vibration2014，13，3：	2
2	Mixed formulation of nonlinear beam finite element显示文摘	E. Spacone V. Ciampi F.C. Filippou	1995	Computers and Structures1995，，1：	2
3	Mixed Formulation of Nonlinear Beam Finite Element显示文摘	Ciampi V Filippou F C	1996	Comput Struct1996，58，1：	1
4	Nonlinear analysis of composite beams with deformable shear connectors显示文摘	Salari M R Spacone E Shing P B	1998	ASCE Journal of Structural Engineering1998，124，10：	1
5	Finite Element Formulations of One-dimension Elements with Bond-slip显示文摘	Salari M R Spacone E	2001	Engineering Structures2001，23，：	1
6	Three -dimensional finite element analyses of reinforced concrete columns显示文摘	Kwon M Spacone E	2002	Computers and Structures2002，80，2：	1
7	Reinforced concrete frame ele- ment with bond interfaces ( I ) : displacement-based, force-based, and mixed formulations 显示文摘	Limkatanyu S Spacone E	2002	Journal of Structural Engineering ASCE2002，128，3：	1
8	Three -dimensional finite element analyses of reinforced concrete columns显示文摘	Minho Kwon Enrico Spacone	2002	Computers and Structures2002，80，：	1
9	Role of bond in RC beams strengthened with steel and FRP plates显示文摘	Alessandra Aprile Enrico Spacone and Suchart Limkatanyu	2001	Journal of structural Engineering2001，127，12：	1
10	A fiber beam-column element for seismic response analysis of reinforced concrete structure 显示文摘	Taucer F F Spacone E	1991	Berkeley: University of California1991，，：	1
11	Reinforced concrete fiber beam element with bond-slip显示文摘	Spacone E	2000	Journal of Structural Engineering2000，126，6：	1
12	Nonlinear analysis of composite beams with deformable shear connectors显示文摘	Spacone E Shing P B	1998	Journal of Structural Engineering ASCE1998，124，10：	1
13	Localization issues in force based frame elements 显示文摘	Coleman J Spacone E	2001	Struct En&2001，127，11：	1
14	Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates 显示文摘	Camata G Spacone E Zarnic R	2007	Composites2007，1，2：	1
15	Frame element with lateral deformable supports: formulations and numerical validations 显示文摘	Limkatanyu S Spacone	2006	Computers and Structures2006，8，4：	1
16	Mixed formulation of nonlinear beam finite element 显示文摘	SPACONE E CIAMPI V FILIPPOU F C	1996	Comput Struct1996，58，1：	1
17	Nonlinear analysis of steel-concrete composite structures: stateof the art显示文摘	SPACONE E SHERIF E T	2004	Journal of Structural Engineering2004，130，2：	1
18	Nonlinear analysis of composite beams with deformable shear connectors 显示文摘	Salari M R Spacone E Shing P B	1998	Journal of Structural Engineering ASCE1998，124，10：	1
19	Analysis of steel-concrete composite frames with bond-slip显示文摘	Salari M R Spacone E	2001	ASCE Journal of Structural Engineering2001，127，11：	1
20	Fiber beam-column model for nonlinear analysis of R/C frames: part Ⅰ formulation显示文摘	SPACONE E FILIPPOU F C TAUCER F F	1996	Earthquake Engineering and Structural Dynamics1996，，25：	1

返回顶部每页显示：

共8页首页上一页第1页下一页末页 /8 跳转

互联网出版许可证新出网证(渝)字10号全国400电话 - 免长途话费

用户提示