结构设计新旧规范对比及新规范应用要点  

Analysis of Current New Codes for Structural Design Based on Seismic Design of Reinforced Concrete Frame Structures

作　　者：吴琛[1] 

机构地区：[1]福建工程学院土木工程学院,福州350118

出　　处：《结构工程师》2014年第5期13-20,共8页Structural Engineers

基　　金：国家自然科学基金资助项目(51108083);福建省高校杰出青年科研人才培育计划项目(JA12225);福建省教育科学"十二五"规划21K降度立项课题(FJJKCGZ14-017)

摘　　要：以钢筋混凝土框架结构的抗震设计流程为主线,综合比较了抗震规范、混凝土规范、高层规程和荷载规范的新旧版本差异,分析了新规范的修订原因,整理了设计思路和流程,总结了各设计步骤的要点以及在实际工程设计中的应用方法,使结构设计师对新规范的理解更加深入,促进各规范的运用融汇贯通。Based on seismic design of reinforced concrete frame structures the differences between four new codes, Code for seismic design of buildings, Code for design of concrete structures, Technical speci-fication for concrete structures of tall building, Load code for the design of building structures and their old versions were compared.Revision purposes were analyzed and design proposals, processes and opera-tion guides were also summarized .It＆#39;s helpful for civil engineers to understand these new codes and apply them properly.

关 键 词：钢筋混凝土框架结构 结构抗震设计 建筑设计新规范 对比 

分 类 号：TU318.4[建筑科学—结构工程]