高层建筑混凝土结构概念设计中水平荷载的计算

IF 0.1 Q4 ENGINEERING, CIVIL
Carlos Muñoz Blanc, Inma Fortea Navarro
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引用次数: 0

摘要

在大多数情况下,高层建筑的结构设计受风力和地震作用的水平力的支配。从项目初始阶段对水平作用大小的准确评估为类型选择和成员的初步大小提供了有价值的信息。本研究发展了水平力的分析评估,考虑了这类建筑在初始结构设计阶段的动力效应。本研究采用基于现行规范和标准的分析方法,结合数值有限元模型和图形工具,提供了一组基于基准案例研究的原始数据。它包括一个灵敏度分析,显示了一些参数的影响,如结构的阻尼,在水平力的大小。该研究为高层建筑设计中两个最复杂的动作提供了新的数据和可视化分析方法。当建筑刚度降低,动力效应增加横向风作用时,风对抗震的重要性得到体现。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of horizontal loads in the concept design of tall building concrete structures
Horizontal forces, both from wind and seismic actions, govern in most cases the structural design of tall buildings. An accurate assessment of the magnitude of horizontal actions from initial project stages provides a valuable information for typology choice and preliminary sizing of members. This study develops and analytical evaluation of horizontal forces considering the dynamic effects in this type of buildings to be applied in the initial structural design stages. The research uses analytical methods based on current codes and standards together with numerical Finite Element models and graphic tools that provide a set of original data based on a benchmark case-study. It includes a sensitivity analysis that shows the influence that some parameters have, such as the damping of the structure, in the magnitude of horizontal forces. The study provides new data and a visual analysis method for the two most complex actions in the design of tall buildings. The importance of wind against seism is shown while building stiffness decreases and dynamic effects increase transversal wind actions.
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来源期刊
Hormigon y Acero
Hormigon y Acero ENGINEERING, CIVIL-
CiteScore
0.50
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0.00%
发文量
4
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