摘要
结合美国多本现行性能设计规范,叙述了性能设计的发展背景,阐述了进行性能设计的意义并与传统基于规范条文的设计方法进行了对比。对性能设计中涉及的性能目标、接受准则等主要问题作了细致阐述,介绍了性能设计发展的两个新方向:基于概率化表述的性能目标,和采用全新性能指标的下一代性能设计方法。
Development background of PBSD(Performance-Based Seismic Design) is stated.The advantages of PBSD are discussed and it is compared with traditional code-based design.Major issues in PBSD such as performance objectives and acceptance criteria are elaborated.Two development trends of PBSD,probabilistic performance objectives and next-generation PBSD which adopts novel performance measurements,are introduced.
引文
[1]张洪由,李怀英.1994年1月17日美国加州北岭地震概况综述[J].国际地震动态,1994,5.
[2]JGJ 3-2010,高层建筑混凝土结构技术规程
[3]GB 50011-2010,建筑抗震设计规范
[4]FEMA 273,NEHRP Guidelines for the Seismic Rehabilitation of Buildings(ATC,1997a).
[5]FEMA 274,NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings(ATC,1997b)
[6]FEMA 356,Prestandard and Commentary for the Seismic Rehabilitation of Buildings
[7]ASCE 41-06,Seismic Rehabilitation of Existing Buildings
[8]FEMA-350,Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings
[9]FEMA-445,Next-Generation Performance-Based Seismic Design Guidelines,Program Plan for New and Existing Buildings
[10]An Alternative Procedure for Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region