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Earthquake Damage to Wood-Framed Buildings in the ShakeOut Scenario

机译:震动情景中对木结构建筑的地震破坏

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摘要

The M7.8 San Andreas earthquake scenario for the ShakeOut exercise subjects more than a million wood-framed buildings to loads beyond their elastic capacity. Residential construction from the boom from the 1960's to 1980's relied heavily upon drywall sheathing and stucco for shear walls - more vulnerable than plywood or the gypsum lath and plaster of older buildings. During this same construction boom, many apartment buildings were built with tuck-under parking, and heavy masonry chimneys were prevalent. Based on HAZUS®MH modeling we describe, more than 30,000 (mostly older) wood buildings could be red-tagged or yellow-tagged in the scenario event. More recent wood-frames, engineered using plywood shear walls, should perform well, even under the conditions produced by the San Andreas event considered. Cost-effective retrofit measures exist for some of the weaknesses found in older wood construction, but seismic upgrade of wood-framed buildings with structural wood panels remains expensive and intrusive.
机译:ShakeOut演习的M7.8圣安德烈亚斯地震情境使超过一百万木结构建筑承受的载荷超过其弹性承受能力。从1960年代的热潮到1980年代的住宅建筑在很大程度上依靠干墙护套和灰泥建造剪力墙,比胶合板或石膏板条和旧建筑的石膏更易损坏。在同一时期的建筑热潮中,许多公寓楼都建有可折下的停车位,而且重的砖石烟囱也很普遍。根据HAZUS®MH模型,我们描述了在场景事件中,超过30,000个(大多数是较旧的)木结构建筑可能带有红色或黄色标记。即使在考虑到的圣安德烈亚斯事件产生的条件下,使用胶合板剪力墙设计的较新的木制框架也应表现良好。对于较旧的木结构建筑,存在一些成本有效的改造措施,但使用结构木板的木结构建筑的抗震升级仍然昂贵且具有侵入性。

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  • 来源
    《Earthquake spectra 》 |2011年第2期| p.351-373| 共23页
  • 作者单位

    ImageCat, Inc., 400 Oceangate, Suite 1050, Long Beach, CA 90802;

    MMI Engineering, 2100 Main St., Suite 150, Huntington Beach, CA 92648;

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