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West Anchorage Design of San Francisco - Oakland Bay Bridge Main Span for Seismic Loads

机译:旧金山-奥克兰湾大桥主跨的地震荷载西锚固设计

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Located at the rocky edge of the Yerba Buena Island, the west anchorage of the San Francisco - Oakland Bay Bridge suspension span serves as the anchor for this single tower self-anchored suspension bridge. With extensive comparative studies on numerous alternatives, the new looping cable anchorage system is recommended for the final design of the west anchorage of the self-anchored suspension span. The looping cable Anchorage system essentially consists of a prestressed concrete portal frame, a looping anchorage cable, deviation saddles, a jacking saddle, independent tie-down systems, and gravity reinforced concrete foundations. This anchorage system is chosen for its dimensional compactness and structural efficiency as well as reliability under static and seismic loads. This paper describes the major design issues, design philosophy, and key structural elements of this innovative suspension cable anchorage system.
机译:旧金山-奥克兰湾大桥悬索桥的西锚点位于Yerba Buena岛的岩石边缘,是这座单塔自锚式悬索桥的锚点。通过对众多替代方案的广泛比较研究,建议将新的环形电缆锚固系统用于自锚式悬架跨度西锚固的最终设计。环形缆索锚固系统主要由预应力混凝土门框,环形锚固缆索,偏斜鞍座,顶升鞍座,独立的捆绑系统和重力增强的混凝土基础组成。选择该锚固系统是因为其尺寸紧凑,结构效率以及在静态和地震载荷下的可靠性。本文介绍了这种创新的悬索锚固系统的主要设计问题,设计理念和关键结构要素。

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