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某复杂超限混合框架结构的分析与设计

孙红虎 何瑶 张立成 房刚

土木工程与管理学报2016,Vol.33Issue(5):14-20,7.
土木工程与管理学报2016,Vol.33Issue(5):14-20,7.

某复杂超限混合框架结构的分析与设计

Structure Design and Analysis of an Ultra-limit Building of Hybrid Structural System

孙红虎 1何瑶 2张立成 2房刚3

作者信息

  • 1. 陕西建工集团总公司建筑设计院,陕西 西安 710054
  • 2. 北京羿射旭科技有限公司,北京 100050
  • 3. 西安市建筑设计研究院,陕西 西安 710054
  • 折叠

摘要

Abstract

A comprehensive bonded zone is an ultra-limit building with plane and vertical irregularity. It uses steel-concrete mixed frame structural system and contains large torsion effect. BRB and VFW were used as energy dissipation devices in this building. BRB has significant effects on controlling the torsion by improving the stiffness of the structure, and VFW was used for reducing seismic response by increasing the damping ratio of the structure. The elasto-plastic time history analysis was carried out by MIDAS/GEN to study the seismic behavior of the structure under rare earthquakes. The results suggest that the structure has satisfactory performances under rare earthquakes, and the structure satisfies the code requirements of standing without collapse under rare earthquake. The detailed finite element analysis on the joints using a finite element program called ABAQUS was done to guarantee the safety of the structure.

关键词

超限结构/消能减震设计/BRB/VFW/弹塑性分析

Key words

ultra-limit building/energy dissipation design/BRB/VFW/elastic-plastic analysis

分类

建筑与水利

引用本文复制引用

孙红虎,何瑶,张立成,房刚..某复杂超限混合框架结构的分析与设计[J].土木工程与管理学报,2016,33(5):14-20,7.

土木工程与管理学报

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