首页> 外文会议>International conference on electric technology and civil engineering >Influence of Stiffness of the Column Base on Anti-Seismic Performance Whithin the Additional Steel Layer of the Firsthigh-rise Steel Structure In Shanxi Province
【24h】

Influence of Stiffness of the Column Base on Anti-Seismic Performance Whithin the Additional Steel Layer of the Firsthigh-rise Steel Structure In Shanxi Province

机译:柱底桩刚度对山西省第一种高层钢结构钢层抗震性能的影响

获取原文

摘要

The first high-rise steel structure of Shanxi Province is adding storeys based on the already built concrete structure with the steel frame-a support structure system. This article has set models respectiely on the rigid zocle and semirigid zocle for aimed at how to deal these two kinds of different materials interface which are steel structure and concret structure. The Midas Gen is employed to analyze the. anti-seismic structural behaviors with rigid or hinge column base influence. Could be a reference to the similar storey-adding projects.
机译:山西省第一件高层钢结构正在基于已经建造的混凝土结构与钢框架 - 一个支撑结构系统一起添加楼层。本文已在刚性Zocle和Semirigid Zocle上设置了型号,以旨在如何处理这两种不同的材料界面,这些界面是钢结构和混凝土结构。 MIDAS GEN用于分析。具有刚性或铰链柱基础影响的抗震结构行为。可以是对类似层次添加项目的引用。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号