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2012 IBC Structural/Seismic Design Manual - Volume 4 (Steel), Design Example 5: Eccentrically Braced Frame Construction

机译:2012 IBC结构/地震设计手册-第4卷(钢),设计示例5:偏心支撑框架结构

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The SEAOC Structural/Seismic Design Manual, throughout its many editions, has served the purpose of illustrating the prudent application of structural and seismic related building-code provisions. The manual has bridged the gap between the discursive treatment of topics in the SEAOC Blue Book (Recommended Lateral Force Requirements and Commentary) and real-world decisions that designers face in their respective practices. The new 2012 Volume 4 manual exclusively addresses seismic design applications for steel buildings and includes illustrations for not only the overall seismic resisting system, but also required critical interface connections. One of the examples in the new Volume 4 manual presents the seismic design procedures for a steel six-story Eccentrically Braced Frame office building. The design is based on applicable provisions of the American Institute of Steel Construction (AISC) Seismic Provisions for Structural Steel Buildings (AISC 341-10) and Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (AISC 358-11). The example is intended as a design illustration for the practicing structural engineer, though it is also useful for building officials, educators, and students. The focus is to emphasis applicable code provisions and accepted design implementation approaches.
机译:SEAOC《结构/地震设计手册》在其许多版本中都旨在说明审慎应用与建筑和地震相关的建筑规范规定的目的。该手册弥合了SEAOC蓝皮书中对主题的离散处理(建议的横向力要求和评论)与设计师在其各自的实践中面临的现实决策之间的鸿沟。新的2012年第4卷手册专门针对钢结构建筑的抗震设计应用,其中不仅包括整个抗震系统的图示,还包括必需的关键接口连接。新的第4卷手册中的示例之一介绍了钢制六层偏心支撑框架办公楼的抗震设计程序。该设计基于美国钢结构学会(AISC)关于钢结构建筑物的地震规定(AISC 341-10)和适用于地震应用的特殊和中级钢制矩型框架的资格预审连接(AISC 358-11)的适用规定。该示例旨在作为执业结构工程师的设计插图,尽管它对于建筑官员,教育者和学生也很有用。重点是强调适用的代码规定和公认的设计实现方法。

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