REDUCTION FOR HIGH-RISE BUILDINGS SEISMIC ANALYSIS

被引：0

作者：

Kabelac, J. ^{[1
]}

Rossier, S. ^{[2
]}

机构：

[1] FEM Consulting, Brno 60200, Czech Republic

[2] Nemetschek Scia, CH-32112 Gurmels, Switzerland

来源：

ENGINEERING MECHANICS 2014 | 2014年

关键词：

Modal analysis; Dynamic reduction; Seismicity; High-rise buildings; Sensitivity analysis;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This paper presents reduction as a special case of static condensation. The reduction was designed for checking seismicity of high-rise buildings. A reference point is assigned to each floor. Mass matrix and the stiffness matrix of the original structure are reduced to these reference points. The presented procedure is based on the requirements of design codes and engineering practice.

引用

页码：276 / 279

页数：4

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