• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>World conference on earthquake engineering;WCEE >SEISMIC RESPONSE CHARACTERISTICS OF TRADITIONALWOODEN FRAME BY FULL-SCALE DYNAMIC AND STATIC TESTS
【24h】

SEISMIC RESPONSE CHARACTERISTICS OF TRADITIONALWOODEN FRAME BY FULL-SCALE DYNAMIC AND STATIC TESTS

机译：全面动态和静态试验对传统木框架的地震反应特征。

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

To understand the response characteristics of Japanese traditional wooden structures, shaking table testsand static lateral loading tests were carried out for full-scale models of wooden frames. Dynamicbehaviors of the total restoring force, as well as its two major components: one is bending momentresistance from tie beams and another is restoring force due to column rocking, are investigated. Factorspossible to affect structure response characteristics are also examined, including tie beams and angle ties.It is found that when the structure deformation is small, the restoring force due to column rocking is themajor part of the total restoring force. With the deformation increasing, the bending moments from tiebeams become predominant. The axial force acting on the column has little influence on the bendingmoment resistance of tie beams, but it affects significantly the restoring force due to column rocking.
机译：为了了解日本传统木制结构的响应特性，对木制框架的完整模型进行了振动台测试和静态侧向载荷测试。研究了总回复力的动态行为，以及它的两个主要成分：一个是连接梁的抗弯矩性，另一个是由于柱摇摆引起的回复力。还研究了可能影响结构响应特性的因素，包括系杆梁和角撑。研究发现，当结构变形较小时，柱摇摆引起的恢复力是总恢复力的主要部分。随着变形的增加，来自横梁的弯矩变得占主导。作用在立柱上的轴向力对连接梁的抗弯矩几乎没有影响，但由于立柱的摇摆，它会显着影响恢复力。

著录项

  • 来源
  • 会议地点 Vancouver(CA);Vancouver(CA)
  • 作者

    Masaki MAENO; Yoshiyuki SUZUKI; Tatsuya OHSHITA; Akio KITAHARA;

  • 作者单位

    Graduate School of Engineering Kyoto University Japan maeno@zeisei.dpri.kyoto-u.ac.jp;

    Disaster Prevention Research Institute Kyoto University Japan Suzuki@zeisei.dpri.kyoto-u.ac.jp;

    J-Home Corp. Japan tatuya-o@po.incl.ne.jp;

    Tottori University of Environmental Studies Japan kitahara@kankyo-u.ac.jp;

  • 会议组织
  • 原文格式 PDF
  • 正文语种
  • 中图分类
  • 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