首页> 外文期刊>Earthquake Engineering & Structural Dynamics >Hysteretic model development and seismic response of unbonded post-tensioned precast CFT segmental bridge columns
【24h】

Hysteretic model development and seismic response of unbonded post-tensioned precast CFT segmental bridge columns

机译:无粘结后张预应力CFT分段桥柱的滞回模型开发和地震响应

获取原文
获取原文并翻译 | 示例

摘要

The study investigated the cyclic behavior of unbonded, post-tensioned, precast concrete-filled tube segmental bridge columns by loading each specimen twice. Moreover, a stiffness-degrading flag-shaped (SDFS) hysteretic model was developed based on self-c
机译:该研究通过将每个样本加载两次来研究无粘结,后张预应力,预制混凝土填充管分段桥柱的循环行为。此外,基于self-c开发了刚度降低的旗形滞后模型。

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