首页> 外文会议>Port development in the changing world (PORTS 2004) >Have Batter Piles Gotten a Bad Rap in Seismic Zones?(Or Everything You Wanted to Know About Batter Piles But Were Afraid to Ask)
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Have Batter Piles Gotten a Bad Rap in Seismic Zones?(Or Everything You Wanted to Know About Batter Piles But Were Afraid to Ask)

机译:面糊桩是否在地震区遭到了猛烈抨击?(或您想知道的有关面糊桩的一切,但都不敢问)

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摘要

Under most circumstances, plumb pile systems are more economical and are usually the system of choice for piers and wharves subject to seismic loading. However, there are situations where batter piles are desirable, such as under high service-level lateral loading conditions or where the new structure has to be compatible with an existing batter pile structure. For these situations, using displacement design with carefully-detailed batter piles may result in a significant project savings compared to a force-based seismic design method. rn This paper reviews the basic concepts of displacement design. Insight is offered on the behavior of batter piles using a simplified displacement method to show why batter pile structures are vulnerable to seismic loading if designed using a force-based method. Sample details and a design procedure for a proposed system are presented.
机译:在大多数情况下,铅垂桩系统更为经济,通常是承受地震荷载的码头和码头的首选系统。但是,在某些情况下,希望使用面糊桩,例如在高服务水平侧向载荷条件下,或者新结构必须与现有面糊桩结构兼容。对于这些情况,与基于力的抗震设计方法相比,将位移设计与仔细详细的击打桩一起使用可节省大量工程。本文回顾了位移设计的基本概念。使用简化的位移方法提供了关于面糊桩性能的洞察力,以说明如果使用基于力的方法设计面糊桩结构为何易受地震载荷的影响。给出了样本细节和所建议系统的设计程序。

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