不同规范之间荷载效应组合对比研究  

Comparative Study of Loading Effect Combination Between Different Specifications

作　　者：孙会昭 Sun Huizhao(Hebei Zhongjia Engineering Testing Technology Co.,LTD.,Shijiazhuang 050000,China)

机构地区：[1]河北中嘉工程检测技术有限公司,石家庄050000

出　　处：《黑龙江科学》2024年第2期70-72,共3页Heilongjiang Science

摘　　要：在建筑结构设计中,荷载取值、荷载分项系数取值及荷载效应组合的正确与否直接关系着建筑结构的使用安全。对现行的《建筑结构荷载规范》《建筑结构可靠性设计统一标准》《高层建筑混凝土结构技术规程》《建筑抗震设计规范》及《建筑与市政工程抗震通用规范》相关内容进行分析,得出采用不同规范进行荷载组合的误差大小。In the design of building structure,the value of loading,the value of load component factor and the combination of loading effect are directly related to the use safety of building structure.Based on the analysis of Code for Building Structures,Uniform Standard for Reliability Design of Building Structures,Technical Specification for Concrete Structures of Tall Buildings,Code for Seismic Design of Buildings,and General Code for Seismic Design of Buildings and Municipal Engineering,the study obtains the error of load combination with different codes.

关 键 词：持久设计状况 短暂设计状况 永久荷载控制 效应设计值 

分 类 号：TU312.1[建筑科学—结构工程]