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Performance Based Seismic Design of Reinforced Concrete Structures with ACI 318-14

机译:基于ACI 318-14的钢筋混凝土结构基于性能的抗震设计

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The Performance Based Seismic Design (PBSD) philosophy was introduced and first gained popularity in the United States about 20 years ago. Since then, seismic design guides, and some building codes, have increasingly adopted PBSD methodologies. Although the current nationally-recognized building code for new structures in the United States, the International Building Code, and its reference standards have incorporated certain facets of PBSD, seismic design of new structures in the United States is still based primarily on prescriptive rules rather than a performance-based philosophy. With each new edition of the American Concrete Institute building code, the ACI 318 Building Code Requirements for Structural Concrete, new and revised seismic provisions are introduced. To date, however, few of the recently-adopted changes in the ACI 318 code have directly supported implementation of the PBSD approach. The 2014 edition of ACI 318 has been completely revised into a format that is organized around the design and behavior of individual member types. This paper provides an overview of the current state of seismic design provisions in the ACI 318 code, and describes possible future ACI 318 developments that would further promote the implementation of PBSD for concrete structures.
机译:引入基于性能的抗震设计(PBSD)原理,大约在20年前在美国首次流行。从那时起,抗震设计指南和一些建筑规范已越来越多地采用PBSD方法。尽管当前美国国家认可的新结构建筑规范,《国际建筑规范》及其参考标准已纳入了PBSD的某些方面,但美国新结构的抗震设计仍主要基于说明性规则,而不是基于基于绩效的理念。美国混凝土学会建筑规范的每个新版本,《结构混凝土的ACI 318建筑规范要求》都引入了新的和修订的抗震规定。但是,迄今为止,ACI 318代码中最近采用的更改中很少有直接支持PBSD方法的实现的。 2014版的ACI 318已被完全修订为一种围绕单个成员类型的设计和行为进行组织的格式。本文概述了ACI 318规范中抗震设计规定的当前状态,并描述了ACI 318未来可能的发展,这将进一步促进PBSD在混凝土结构中的实施。

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