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ACCURACY OF NUMERICAL ANALYSIS FOR PREDICTION OF INELASTIC CYCLIC BEHAVIOR OF FULL-SCALE STEEL MOMENT FRAME : Test on full-scale three story frame for evaluation of seismic performance

机译：全尺寸钢矩框架内核循环行为预测数值分析的准确性：全尺度三层框架评价抗震性能试验

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Tomohiro MATSUMIYA; Masayoshi NAKASHIMA; Keiichiro SUITA; Dawei LIU; Feng ZHOU; Naoaki FUKUMOTO;
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1. Test on full-scale three-storey steel moment frame and assessment of ability of numerical simulation to trace cyclic inelastic behaviour [J] . Masayoshi Nakashima, Tomohiro Matsumiya, Keichiro Suita, Earthquake Engineering & Structural Dynamics . 2006,第1期

机译：钢结构三层全弯矩框架试验及数值模拟追踪循环非弹性行为的能力评估
2. Incorporation of full-scale testing and nonlinear connection analyses into the seismic upgrade of a 15-story steel moment frame building [J] . James O. Malley Mark Sinclair Tim Graf Colin Blaney and Tamer Ahmed The Structural Design of Tall and Special Buildings . 2011,第4期

机译：将全面测试和非线性连接分析纳入15层钢结构框架房屋的抗震升级中
3. Seismic performance of a 3D full-scale high-ductile steel-concrete composite moment-resisting frame-Part II: Test results and analytical validation [J] . A. Braconi, O. S. Bursi, G. Fabbrocino, Earthquake Engineering & Structural Dynamics . 2008,第14期

机译：3D全尺寸高延性钢-混凝土复合抗弯框架的抗震性能-第二部分：测试结果和分析验证
4. TEST ON COLLAPSE BEHAVIOR OF 3D FULL-SCALE STEEL MOMENT FRAMES SUBJECTED TO CYCLIC LOADING [C] . Tomohiro Matsumiya, Dawci Liu, Masayoshi Nakashima, 2004 Pacific structural steel conference (PSSC) . 2004

机译：循环荷载作用下的3D大型钢矩框架的倒塌性能试验
5. Validation of the seismic performance of composite RCS frames: Full-scale testing analysis and seismic design. [D] . Cordova, Paul Phillip. 2005

机译：验证复合RCS框架的抗震性能：全面测试分析和抗震设计。
6. Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design [O] . Edén Bojórquez, Alfredo Reyes-Salazar, Sonia E. Ruiz, -1

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7. COLLAPSE BEHAVIOR OF STEEL MOMENT RESISTING FRAME AND NON-LINEAR FRAME ANALYSIS : Test on full-scale three story frame for evaluation of seismic performance [O] . Tomohiro MATSUMIYA, Masayoshi NAKASHIMA, Keiichiro SUITA, 2006

机译：钢力矩抵抗框架和非线性框架分析的塌陷行为：对地震性能评估的全规模三层框架测试
8. Seismic Testing of a Full-Scale Two-Story Light-Frame Wood Building: NEESWood Benchmark Test [R] . Christovasilis, I. P., Filiatrault, A., Wanitkorkul, A. 2009

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ACCURACY OF NUMERICAL ANALYSIS FOR PREDICTION OF INELASTIC CYCLIC BEHAVIOR OF FULL-SCALE STEEL MOMENT FRAME : Test on full-scale three story frame for evaluation of seismic performance

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