Simplified Computation of Elastic-plastic Displacement Response of High-rise Steel Structure under Earthquake Considering Torsional Effect

机译：考虑扭转效应的地震下高层钢结构弹塑性位移响应的简化计算

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摘要

Considering unavoidability of torsional vibration of high-rise buildings during earthquake, for a simpler and more accurate way to compute the maximum interstory drifts, through establishment of different structure calculation model. Structure analysis program CANNY 3D was used to conduct 3D and 2D time-history analyses on irregular steel structure models under frequently occurred small earthquakes and large earthquakes. Finally, by comparing maximum interstory drifts between each floor, a method was presented to simplify 3D computation of elastic-plastic interstory displacement of high-rise irregular steel structure into a computation plane 2D structure.

机译：考虑到地震期间高层建筑扭转振动的不可避免，通过建立不同的结构计算模型来计算最大的壁垒漂移的更简单和更准确的方法。结构分析程序Canny 3D用于在经常发生的小地震和大地震下进行3D和2D时间历史分析。最后，通过比较每个楼层之间的最大壁漂移，提出了一种方法，以简化高上升不规则钢结构的弹性塑料型惰性位移的3D计算到计算平面2D结构中。

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《International Conference on Civil Engineering,Architecture and Building Materials》|2011年||共5页
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作者
Jinzhao Zhuang; Jinsan Ju; Xiugen Jiang;
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中图分类 TB3-532;
关键词
Steel Structure; Elastic-Plastic; Torsional Effect; Interstory Displacement;

机译：钢结构;弹性塑料;扭转效果;鸿沟位移;

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1. The relationship between time-varying eccentricity of load with the corner lateral displacement response of steel structure during an earthquake [J] . Takin Kambiz, Hashemi Behrokh H., Nekooei Masoud Steel & Composite Structures: An International Journal . 2016,第4期

机译：地震时荷载时变偏心率与钢结构转角横向位移之间的关系
2. A multi-modal-analysis-based simplified seismic design method for high-rise frame-steel plate shear wall dual structures [J] . Bai Jiulin, Zhang Jianyuan, Jin Shuangshuang, Journal of Constructional Steel Research . 2021,第Feba期

机译：基于多模态分析的简化地震设计方法，用于高层框架钢板剪力墙双结构
3. An examination of simplified earthquake-induced displacement procedures for earth structures: Discussion [J] . Chugh AK. Canadian Geotechnical Journal . 2000,第3期

机译：简化的地震引起的土结构位移程序的检查：讨论
4. Simplified Computation of Elastic-plastic Displacement Response of High-rise Steel Structure under Earthquake Considering Torsional Effect [C] . Jinzhao Zhuang, Jinsan Ju, Xiugen Jiang International Conference on Civil Engineering,Architecture and Building Materials . 2011

机译：考虑扭转效应的地震下高层钢结构弹塑性位移响应的简化计算
5. Response of high-strength steel reinforced concrete structures to simulated earthquakes. [D] . Laughery, Lucas. 2016

机译：高强度钢筋混凝土结构对模拟地震的响应。
6. The Torsional Response of Civil Engineering Structures during Earthquake from an Observational Point of View [O] . Philippe Guéguen, Ariana Astorga 2021

机译：从观察角度地震中土木工程结构的扭转响应
7. A STUDY ON EARTHQUAKE RESPONSE CONTROL OF RELATIVE STORY DISPLACEMENT OF PASSIVELY VIBRATION-CONTROLLED HIGH-RISE BUILDINGS WITH NON-PROPORTIONAL DISTRIBUTION OF LINEAR MAXWELL TYPE DAMPERS : Analysis of earthquake response mechanism by frequency response function with complex stiffness [O] . Masahito KOBAYASHI, Hisashi SATO, Yuichiro HORIE, 2007

机译：线性麦克风型阻尼器非比例分布的被动振动控制高层建筑物相对故事位移的地震反应控制研究：复杂刚度频率响应函数的地震响应机理分析
8. Simple Nonlinear Modelling of Earthquake Response in Torsionally Coupled R/C Structures - A Preliminary Study [R] . Saiidi, M. 1982

机译：扭转耦合R / C结构地震响应的简单非线性模型 - 初步研究

Simplified Computation of Elastic-plastic Displacement Response of High-rise Steel Structure under Earthquake Considering Torsional Effect

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