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Seismic Behavior of Exterior Beam-Column Joint for Composite EWECS Structural Systems: Part I Summary of Experimental Program and Results

机译：EWECS复合结构系统外梁柱节点的抗震性能：第一部分实验程序和结果摘要

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摘要

1. EWECS exterior beam-column joints had good structural performance with a stable hysteretic behavior.2. The exterior joint with beam failure showed excellent damage control performance due to the higher uplift at the woody shell connection between column and beam.

机译：1. EWECS外部梁柱节点具有良好的结构性能，并具有稳定的滞后性能。 2.由于梁与木之间的木壳连接处较高的隆起，具有梁破坏的外部接头表现出优异的破坏控制性能。

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来源
《日本建築学会大会》|2007年|1265-1266|共2页
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FAUZAN; Kimreth MEAS; Tomoya MATSUI; Hiroshi KURAMOTO;
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关键词
Composite structure; Beam; Column; Joint; Woody shell; Seismic test;

机译：复合结构;光束;柱;联合;木质外壳;抗震测试;

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3. Experimental investigation on the seismic anchorage behavior of headed bars based on full-size specimens of exterior and interior beam-column joints [J] . Chiu Chien-Kuo, Chi Kai-Ning, Lin Ker-Chun Advances in Structural Engineering . 2016,第5期

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4. Seismic Behavior of Exterior Beam-Column Joint for Composite EWECS Structural Systems: Part Ⅱ Behavior of Panel Zone and Comparisons between Calculated and Measured Strengths [C] . Kimreth MEAS, FAUZAN, Tomoya MATSUI, . 2007

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5. Analytical and experimental evaluation of seismic performance of interior RC beam-column joints strengthened with FRP composites. [D] . Allam, Khaled H. 2010

机译：FRP复合材料加固RC内梁柱节点的抗震性能分析与试验评价。
6. Seismic Experimental Study on New-Type Composite Exterior Wallboard with Integrated Structural Function and Insulation [O] . Shaochun Ma, Nan Jiang 2015

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7. Seismic behavior of reinforced concrete exterior beam-column joints strengthened by ferrocement composites [O] . Li B, Lam ESS, Wu B, 2015

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8. Seismic Behavior of Reinforced Concrete Frame Structures with Nonductile Details.Part 1. Summary of Experimental Findings of Full Scale Beam-Column Joint Tests [R] . Beres, A., White, R. N., Gergely, P. 1992

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Seismic Behavior of Exterior Beam-Column Joint for Composite EWECS Structural Systems: Part I Summary of Experimental Program and Results

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