原文传递 Bridge Superstructure Tolerance to Total and Differential Foundation Movements
题名: Bridge Superstructure Tolerance to Total and Differential Foundation Movements
责任者: National Academies of Sciences, Engineering, and Medicine; Transportation Research Board; National Cooperative Highway Research Program; Franklin Moon; Nick Romano; David Masceri; John Braley; Naresh Samtani; Thomas Murphy; Maria Lopez de Murphy; Dennis R. Mertz
关键词: Transportation and Infrastructure — Bridges and Other Structures
学科分类: 暂无分类
摘要: TRB's National Highway Cooperative Research Program (NCHRP) Web-Only Document 245: Bridge Superstructure Tolerance to Total and Differential Foundation Movements develops an understanding of the levels of support movements that bridges may tolerate before exceeding strength or service limit states. This research explores analytical procedures to objectively determine the acceptable levels of bridge foundation movements based upon superstructure tolerance considering American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) strength and service limit states (Phase II). The report also proposes revisions to the AASHTO LRFD Bridge Design Specifications that provide rational guidance for foundation movement limits that shall include vertical and rotational movements (Phase III and IV).
出版机构: Transportation Research Board
提交日期: 2018
报告类型: 科技报告
资源类型: 科技(咨询、行业)报告
初始创建时间: 2018
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