Development of a Wood-Frame Shear Wall Model in ABAQUS

Jian Xu; J. Daniel Dolan

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Development of a Wood-Frame Shear Wall Model in ABAQUS

机译：ABAQUS中木结构剪力墙模型的开发

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After modifications, the Bouc-Wen-Barber-Wen (BWBN) model was used in simulating the hysteretic behavior of wood light-frame shear walls. A complete shear wall model is composed of boundary framing members and two-diagonal modified BWBN hysteretic springs. The parameters of the springs can be estimated based on the shear wall test data or detailed shear wall simulation results. To verify the accuracy and efficiency of this shear wall model, a two-story residential building was simulated and a three-dimensional dynamic analysis was conducted on it. The resultant structural responses agreed with the test results well.

机译：修改后，将Bouc-Wen-Barber-Wen（BWBN）模型用于模拟木质轻型框架剪力墙的滞后行为。一个完整的剪力墙模型由边界框架构件和两个对角线修改的BWBN滞后弹簧组成。可以根据剪力墙试验数据或详细的剪力墙模拟结果估算弹簧的参数。为了验证该剪力墙模型的准确性和有效性，对一栋两层住宅楼进行了模拟，并对其进行了三维动态分析。所得的结构响应与测试结果非常吻合。

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来源
《Journal of structural engineering》 |2009年第8期|977-984|共8页
作者
Jian Xu; J. Daniel Dolan;
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作者单位

KPFF Engineering, Seattle, WA 98101;

Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164;

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原文格式 PDF
正文语种 eng
中图分类
关键词
finite element method; shear walls; frames; seismic effects; earthquakes;

机译：有限元法剪力墙;框架;地震影响;地震;

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专利

1. Discussion of 'Nonlinear Modeling of Wood-Frame Shear Wall Systems for Performance-Based Earthquake Engineering: Recommendations for the ASCE 41 Standard' by Maria Koliou, John W. van de Lindt, and Ronald O. Hamburger [J] . Koliou Maria, van de Lindt John W., Hamburger Ronald O. Journal of structural engineering . 2019,第12期

机译：Maria Koliou，John W.van de Lindt和Ronald O.Hamburger对“基于性能的地震工程的木结构剪力墙系统的非线性建模：ASCE 41标准的建议”的讨论
2. Closure to 'Nonlinear Modeling of Wood-Frame Shear Wall Systems for Performance-Based Earthquake Engineering: Recommendations for the ASCE 41 Standard' by Maria Koliou, John W. van de Lindt, and Ronald O. Hamburger [J] . Maison Bruce Journal of structural engineering . 2019,第12期

机译：Maria Koliou，John W.van de Lindt和Ronald O.Hamburger的“用于基于性能的地震工程的木结构剪力墙系统的非线性建模：ASCE 41标准的建议”的结语
3. Nonlinear Modeling of Wood-Frame Shear Wall Systems for Performance-Based Earthquake Engineering: Recommendations for the ASCE 41 Standard [J] . Koliou Maria, van de Lindt John W., Hamburger Ronald O. Journal of structural engineering . 2018,第8期

机译：基于性能的地震工程的木框架剪力墙系统的非线性建模：ASCE 41标准的建议
4. NEXT GENERATION NUMERICAL MODEL FOR NON-LINEAR IN-PLANE ANALYSIS OF WOOD-FRAME SHEAR WALLS [C] . WeiChiang Pang, Masood H. Shirazi World conference on timber engineering . 2010

机译：木框架剪力墙非线性面内分析的下一代数值模型
5. Behavior of Force Transfer Around Opening (FTAO) Wood-Frame Shear Walls [D] . Schnabel, Ryan Michael. 2020

机译：开口（Ftao）木框架剪力墙围绕力传递的行为
6. Space-time characteristics of wall-pressure and wall shear-stress fluctuations in wall-modeled large eddy simulation [O] . George Ilhwan Park, Parviz Moin -1

机译：壁模拟大涡模拟中壁压和剪应力波动的时空特征
7. Metamodel Development for Predicting Hygrothermal Performance of Wood-Frame Wall under Rain Leakage [O] . L. Wang, H. Ge 2020

机译：预测雨水泄漏下木框架墙湿热性能的Metamodel开发
8. Sequential Phased Displacement Cyclic Tests of Wood-Frame Shear Walls withVarious Openings and Base Restraint Configuration [R] . Dolan, J. D., Heine, C. P. 1997

机译：具有各种开口和基础约束配置的木框架剪力墙的顺序相控位移循环试验

Development of a Wood-Frame Shear Wall Model in ABAQUS

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