维普期刊资源整合服务平台（V6.5）

33篇 您的检索式：作者名="JAMES RICLES"

选中清除导出查看参考文献查看引证文献引用追踪共2页首页上一页第1页下一页末页 /2 跳转

	题名	作者	年代	出处	被引量
1	Posttensioned Seismic-Resistant Connections for Steel Frames显示文摘	James M. Ricles Richard Sause Maria M. Garlock Chen Zhao	2001	Journal of Structural Engineering2001，，2：	3
2	Seismic performance of steel MRF building with nonlinear viscous dampers显示文摘这份报纸论述 0.6 规模的地震反应的试验性的研究由与减少的横梁节(RBS ) 抵抗框架(MRF ) 的一片刻组成的三故事的 seismicresistant 大楼结构,和一个框架与非线性粘滞 dampers 和联系 bracing (叫了 DBF ) 。强调在为设计基础地震(DBE ) 和最大的考虑地震(MCE ) 估计地震表演上。三个 MRF 图案被学习,与为 100% 设计的 MRF,分别地, 75% ,和 60% 要求的底砍根据 ASCE 7-10 决定的设计力量。DBF 与非线性粘滞 dampers 被设计控制侧面的飘移要求。用 DBE 和 MCE 地面运动的整体的地震模拟用即时混合模拟方法被进行。结果显示出在地震装载下面发生在 MRF 的飘移需求和损坏。总的来说,结果证明地震性能的高水平能在 DBE 和 MCE 地面运动下面被完成,甚至为设计为的造的结构象 60% 底一样小砍没有 dampers,设计力量为结构由 ASCE 7-10 要求了。	Baiping DONG James M. RICLES Richard SAUSE	2016	Frontiers of Structural and Civil Engineering2016，10，3：	2
3	Damage detection in structures by modal vibration characteration显示文摘	KosmatkaJohn B Ricles James M	1999	Journal of Structural Engineering1999，125，12：	1
4	Seismic response and performance of buckling- restrained braced frames 显示文摘	Larry A Fahnestock Richard Sause James M Ricles	2007	Journal of Structure Engineering2007，133，9：	1
5	Inelastic cyclic testing of welded unreinforced moment connections 显示文摘	RICLES JAMES M MAO CHANGSHI LU LE-WU	2002	Journal of Structural Engineering ACSE2002，128，4：	1
6	Damage detection in structures by modal vibration characterization 显示文摘	John B Kosmatka and James M Ricles	1999	Journal of Structural Engineering1999，125，12：	1
7	Analysis of actuator delay compensation methods for real-time testing显示文摘	Cheng Chen James M. Ricles	2009	Engineering Structures2009，，11：	1
8	Seismic Behavior and Modeling of High-Strength Composite Concrete-Filled Tube(CFT) Beam-Columns 显示文摘	Varma Amit H Ricles James M Sause Richard	2002	Journal of Constructional Steel Research2002，58，58：	1
9	Seismic performance of steel-encased composite columns显示文摘	JAMES M RICLES SHANNON D Paboojian	1994	Journal of Structural Engineering (ASCE)1994，120，8：	1
10	Critical issues in achieving ductile behaviour of welded moment connections显示文摘	Le-Wu Lu James M Ricles Changshi Mao John W Fisher	2000	Journal of Constructional Steel Research2000，，1：	1
11	Effect of local details on ductility of welded moment connections显示文摘	CHANGSHI MAO JAMES RICLES LE WU LU	2001	Journal of Structural Engineering2001，127，9：	1
12	Seismic behavior and modeling of high-strength composite concrete-filled steel tube(CFT)beam-columns显示文摘	JAMES M RICLES RICHARD SAUSE	2002	Journal of Constructional Steel Research2002，58，：	1
13	Seismic behavior and design of high-strength square concrete-filled steel tube beam columns 显示文摘	VARMA AMIT H RICLES JAMES M RICHARD SAUSE	2004	Journal of Structural Engineering2004，130，2：	1
14	Damage detection in structures by modal vibration characterization 显示文摘	John B Kosmatka James M Ricles	1999	Journal of Structural Engineering1999，125，12：	1
15	Experimental Evaluationof Reduced Beam Section Connections to Deep Columns 显示文摘	Xiaofeng Zhang james M Ricles	2006	Journal of Structural Engineering ASCE/ MARCH2006，，2：	1
16	Experimental evaluation of reduced beam sections to deep columns 显示文摘	Xia~ Feng Zhang James M Ricles	2006	Journal of Structural Engineering2006，132，3：	1
17	Effect of local details on ductility of welded moment eon- neetions 显示文摘	CHANGSHI MAO JAMES RICLES LE WU LU	2001	Journal of Structural Engineering2001，127，9：	1
18	Seismic Behavior of Reduced Beam Section Moment Connections to Deep Columns显示文摘	Xiaofeng Zhang James M Ricles	2006	Journal of Structural Engineering ASCE/ MARCH2006，，4：	1
19	Experimental Evaluation of the Seismic Perform-ance of Steel MRFs with Compressed Elastomer Dampers U-sing Large-scale Real-time Hybrid Simulation 显示文摘	KARAVASILIS Theodore L RICLES James M SAUSE Rich-ard	2010	Engi-neering Structures2010，33，6：	1
20	Axial Behavior of Reinforced Concrete Columns Confined with FRP Jackets显示文摘	Stephen Pessiki Kent A. Harries Justin T. Kestner Richard Sause James M. Ricles	2001	Journal of Composites for Construction2001，，4：	1

返回顶部每页显示：

共2页首页上一页第1页下一页末页 /2 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