翻译：ASCE7-16 第16 章⾮线性响应时程分析（⼀）ASCE7-16 最⼩设计荷载及建筑和其他结构的相关准则(ASCE7-16 Minimum Design Loads and Associated Criteria for Buildings and otherStructures)第16 章的条⽂与说明（部分内容）美国⼟⽊⼯程师协会(ASCE)，2017第16 章 ⾮线性响应时程分析16 .1 ⼀般规定16 .1.1 概述允许按照本章的要求使⽤⾮线性响应时程分析来证明结构具有⾜够的强度、刚度和延性来抵抗最⼤考虑地震动。当进⾏⾮线性时程分析时，设计应该满⾜规范第16 .1.2节的要求。⾮线性时程分析应该包括⽔平地震动的影响以及第16 .1.3节中要求的垂直地震动的影响。设计和分析的⽂件应该按照第16 .1.4节编写。地震动的加速度时程应该按照第16 .2节的步骤进⾏选择和修改。结构应该根据16 .3节的标准进⾏建模和分析。分析结果应该符合第16 .4节的验收标准。独⽴结构设计评审应该按照第16 .5节的要求进⾏。16 .1 GENERAL REQUIREMENTS16 .1.1 Scope. It shall be permitted to use nonlinear response history analysis in accordancewith the requirements of this chapter to demonstrate acceptable strength, stiffness, and ductilityto resist maximum considered earthquake (MCER) shaking with acceptable performance.When nonlinear response history analysis is performed, the design shall also satisfy therequirements of Section 16 .1.2. Nonlinear response history analysis shall include the effects ofhorizontal motion, and where required by Section 16 .1.3, vertical motion. Documentation of thedesign and analysis shall be prepared in accordance with Section 16 .1.4. Ground motionacceleration histories shall be selected and modified in accordance with the procedures ofSection 16 .2. The structure shall be modeled and analyzed in accordance with the criteria inSection 16 .3. Analysis results shall meet the acceptance criteria of Section 16 .4. Independentstructural design review shall be performed in accordance with the requirements of Section16 .5.16 .1.2 线性分析除了⾮线性响应...
