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Seismic Design Issues of a Wood Cantilever Diaphragm

机译:木悬臂横梁的抗震设计问题

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Complex building shapes and footprints are driving design procedures and code requirements to evolve for all lateral force-resisting systems and materials. Architecturally demanding exterior wall lines in modern structures do not always provide opportunities to use traditional design approaches. In mid-rise, multi-family buildings, corridor-only shear wall floor plans are becoming a popular design approach to address these issues. This paper summarizes a detailed design example of a single-story open front structure with a cantilever diaphragm following the requirements of ASCE 7-16, IBC 2018 and SDPWS 2015. A discussion of several design issues associated with these types of structures and the lessons learned from developing the example are presented.
机译:复杂的建筑形状和占地面积正在推动设计程序和代码要求,以针对所有横向抗力系统和材料发展。现代结构中对建筑要求严格的外墙线并不总是提供使用传统设计方法的机会。在中高层多户建筑中,仅走廊剪力墙平面图正成为解决这些问题的流行设计方法。本文总结了一个遵循ASCE 7-16,IBC 2018和SDPWS 2015要求的带有悬臂隔板的单层开放式前部结构的详细设计示例。讨论了与这些类型的结构相关的若干设计问题并汲取了经验教训从开发示例中进行了介绍。

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