摘要
因工程为9度抗震设防且型钢柱与梁节点处结构复杂,须对型钢混凝土结构梁柱节点进行优化设计。通过提出优化设计思路、构造要求及做法分析,对原做法进行改进。经对比分析,改进后相比原做法,抗震性能得到了提高,施工难度有所降低。
Considering that it is a project requiring 9-magnitude aseismic fortification and that the structure of node between profile steel and beam is complex, the beam-column node of the profile steel reinforced concrete structure must be optimized. The original method was improved through proposal of optimal design thought and analysis on structural requirements and construction process. After comparison and analysis between the original and optimized construction process, the aseismic performance of the structure was improved and construction difficulty was reduced.
出处
《建筑技术》
北大核心
2016年第2期176-178,共3页
Architecture Technology
关键词
结构抗震设计
型钢混凝土结构
节点优化
structural aseismic design
profile steel reinforced concrete structure
node optimization
