桩支撑码头的动力计算

K. Iegupov, Gennady Meltsov, V. Iegupov, D. Bezushko
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引用次数: 1

摘要

本文讨论了考虑各种上部结构和超载设备影响的地震危险区海桩码头的设计和施工问题。对乌克兰地震区水工构筑物的抗震分析表明,建筑物的实际地震荷载明显超过了2006年以前规范性文件确定的估计荷载。水工构筑物的设计应考虑换装枢纽的泊位,并给予适当的科学支持。给出了《伊利切夫斯克修船计划》2号修船厂的泊位建造计算。
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Dynamic Calculation of the Pile Supported Wharf
The article deals with the issues of designing and operating marine pile supported wharf in the seismically hazard areas considering various superstructures and overload equipment influence. Analysis of hydraulic structures seismic resistance erected in seismic regions of Ukraine shows that the actual seismic load on buildings significantly exceeds the estimated loads that are determined by the normative documents before 2006. Design of hydraulic structures should be done considering berths of reloading complexes, with proper scientific support. Berth construction calculationsof the ship repair yard No. 2 of the «Ilichevsk Ship Repair Plan» are given.
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