黑龙江科学2024,Vol.15Issue(4) :88-91.

框架梁不同截面位置荷载效应组合的取值研究

Study on the Combination of Load Effects at Different Section Positions of Frame Beams

孙会昭
黑龙江科学2024,Vol.15Issue(4) :88-91.

框架梁不同截面位置荷载效应组合的取值研究

Study on the Combination of Load Effects at Different Section Positions of Frame Beams

孙会昭1
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作者信息

  • 1. 河北中嘉工程检测技术有限公司,河北 石家庄 050000
  • 折叠

摘要

建筑结构设计中,框架梁一般有左端、跨中、右端3 个控制截面,每个控制截面上对应抗震情况下的荷载效应组合和非抗震情况下的荷载效应组合两种工况,荷载效应组合选取的正确与否直接关系着建筑结构的使用安全.对现行的《建筑结构可靠性设计统一标准》《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,得出框架梁不同截面位置起控制作用的荷载效应组合.

Abstract

In the design of building structure,generally the frame beam has three control sections:the left end,the middle span and the right end.Each control section corresponds to two working conditions:the combination of load effect under seismic conditions and the combination of load effect under non-seismic conditions.The correct selection of the combination of load effect is directly related to the safety of building structure.Based on the analysis of the current"Unified Standard for Reliability Design of Building Structures""Code for Seismic Design of Buildings"and"General Code for Seismic Design of Buildings and Municipal Engineering",the study obtains the load effect combination of different section positions of frame beams.

关键词

控制截面/抗震情况/非抗震情况/荷载效应组合

Key words

Control section/Seismic condition/Non-seismic conditions/Combination of load effects

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出版年

2024
黑龙江科学
黑龙江省科学院

黑龙江科学

影响因子:1.014
ISSN:1674-8646
参考文献量5
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