首页> 外文会议>Proceedings of the American Railway Engineering amp; Maintenance of Way Association 200 Annual Conference Dallas, Texas September 10-13, 2000 >Design Seismic Detailing of Nonstandard Deep Precast Concrete Box Girders For Long Span Railroad Bridges
【24h】

Design Seismic Detailing of Nonstandard Deep Precast Concrete Box Girders For Long Span Railroad Bridges

机译:大跨度铁路桥梁非标准深预制混凝土箱梁的设计与抗震详图

获取原文
获取原文并翻译 | 示例

摘要

Precast concrete construction is the preferred alternative for railroad bridges in coastal areas and river crossings. Often engineers face challenging demands by local agencies to improve the hydrology of a given river by employing fewer numbers of piers, resulting in design of longer than the standard precast concrete railroad bridges. This paper presents the challenging attributes of utilizing precast construction for a 95 feet long precast concrete box girder and offers several solutions.
机译:预制混凝土结构是沿海地区和河流过境的铁路桥梁的首选替代方案。通常,工程师面临着地方机构提出的挑战性要求,即通过减少码头数量来改善给定河流的水文状况,从而导致设计时间比标准的预制混凝土铁路桥梁更长。本文介绍了在95英尺长的预制混凝土箱梁中采用预制结构的挑战性属性,并提供了几种解决方案。

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