首页> 外文会议>SEAOC 2008 convention proceedings >Experimental Performance of Multi-Story X-Braced Frame Systems
【24h】

Experimental Performance of Multi-Story X-Braced Frame Systems

机译:多层X支撑框架系统的实验性能

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

The engineering properties of Concentrically Braced Frame (CBF) systems have the potential to meet multiple performance objectives. However, previous research has shown that current design can lead to soft stories, unexpected failure modes or premature brace failure. A NEES small group research project entitled "International Hybrid Simulation of Tomorrow's Braced Frames" aims to enhance the performance of braced frames by developing innovative seismic design techniques considering the interaction of the brace-frame components and the system as a whole. Tomorrow's Concentric Braced Frame 1 (TCBF-1) is the first of a series of tests to be developed and tested at the NCREE laboratory in Taiwan. TCBF-1 is a two story, single bay frame with X-bracing. The X-brace configuration of TCBF-1 has been chosen to provide a first experimental evaluation of this type of system and of the middle gusset plate connection. This test will serve as a basis for calibrating nonlinear analytical models of braced frame behavior under development as part of the research. Through analytical and experimental methods carried out at the University of Washington (UW), a balanced design approach has been developed that permits development of inelastic deformation from multiple yield mechanisms including gusset plate and framing elements. TCBF-1 provides a confirmation study for this past research and the corner gusset plate connections researched at the UW. The initial test program consisted of three separate phases which used different brace sections and gusset plate geometries. TCBF-1 HSS-R was designed with high strength HSS tube sections, thin gusset plates, and modified geometric requirements. TCBF-1 WF-R was designed using the same methods but wide-flange brace sections were used. TCBF-1 HSS-T has been designed from a modified version of the current design procedure using high strength HSS tube brace sections and tapered gusset plates.rnThis paper outlines the design approach for the first specimen, TCBF-1 HSS-R, and summarizes the experimental performance for all three test phases. Details, data and photos of the test frames during construction, preparation and testing can be found on the NCREE website.
机译:同心支撑框架(CBF)系统的工程特性具有满足多个性能目标的潜力。但是,先前的研究表明,当前的设计可能会导致软故事,意外的失败模式或支架过早失效。一个NEES小组研究项目,名为“明天的支撑框架的国际混合仿真”,旨在通过考虑支撑框架组件与整个系统之间的相互作用,开发创新的抗震设计技术来提高支撑框架的性能。明天的同心支撑框架1(TCBF-1)是台湾NCREE实验室开发和测试的一系列测试中的第一个。 TCBF-1是带有X支撑的两层单托架框架。已选择TCBF-1的X支架配置,以提供对该类型系统和中间角撑板连接的首次实验评估。该测试将作为校准正在开发的支撑框架行为的非线性分析模型的基础,作为研究的一部分。通过在华盛顿大学(UW)进行的分析和实验方法,已经开发出一种平衡的设计方法,该方法允许从包括角撑板和框架元素在内的多种屈服机理产生非弹性变形。 TCBF-1为这项过去的研究以及在西澳大学研究的角撑板连接提供了确认研究。初始测试程序包括三个不同的阶段,这些阶段使用不同的支撑部分和角撑板几何形状。 TCBF-1 HSS-R的设计具有高强度HSS管截面,薄角撑板和改进的几何形状要求。 TCBF-1 WF-R使用相同的方法设计,但使用了宽法兰支撑段。 TCBF-1 HSS-T是通过使用高强度HSS管支撑段和锥形角撑板从当前设计程序的修改版设计而来的。本文概述了第一个试样TCBF-1 HSS-R的设计方法,并总结了三个测试阶段的实验性能。在施工,准备和测试过程中,测试架的详细信息,数据和照片可在NCREE网站上找到。

著录项

  • 来源
    《SEAOC 2008 convention proceedings》|2008年|245-257|共13页
  • 会议地点 Big Island HI(US)
  • 作者单位

    Department of Civil and Environmental Engineering University of Washington, Seattle, Washington;

    Department of Civil and Environmental Engineering University of Washington, Seattle, Washington;

    Department of Civil and Environmental Engineering University of Washington, Seattle, Washington;

    Department of Civil and Environmental Engineering University of Washington, Seattle, Washington;

    National Center for Research in Earthquake Engineering Taipei, Taiwan;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑结构;
  • 关键词

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