• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>Conference on Behaviour of Steel Structures in Seismic Areas; Jun 9-12, 2003; Naples, Italy >Behavior and seismic design of steel piles
【24h】

Behavior and seismic design of steel piles

机译：钢桩的行为与抗震设计

获取原文
获取原文并翻译 | 示例
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Seismic behavior of steel H-piles were studied by testing five full-scale specimens with reinforced concrete pile caps. The specimens were subjected to cyclic axial and lateral displacements similar to those expected during major earthquakes. Three specimens were vertical piles and two remaining were battered (sloped) specimens. The tests indicated that vertical piles are very ductile while the sloped piles were relatively brittle. It was recommended that in highly seismic areas, only vertical piles be used to support the gravity loads. The sloped piles can still be used to provide lateral stiffness and strength to pile group. To prevent premature local buckling, width-to-thickness ratios for the pile section were established and proposed.
机译：通过测试五个带有钢筋混凝土桩帽的全尺寸试样，研究了H型钢桩的抗震性能。样品承受的循环轴向和横向位移与大地震中预期的相似。三个标本是垂直桩，其余两个标本是被殴打（倾斜）的标本。测试表明，竖桩具有很好的延展性，而倾斜桩则比较脆。建议在高地震地区仅使用竖向桩来支撑重力载荷。倾斜桩仍可用于为桩组提供侧向刚度和强度。为防止过早的局部屈曲，已建立并提出了桩段的宽厚比。

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