摘要
在分析总结国内外研究成果和作者现场实测研究的基础上，提出新的钢筋混凝土板柱结构、框架结构和剪力墙结构，在施工期的结构模型和分析方法，并通过与现场实测结果和其它方法计算结果的比较，验证了其准确性和适用性。利用以新的结构模型和分析方法为理论基础的应用软件ＴＤＳＡ－２，讨论了施工中主要因素对施工期结构荷载传递的影响，获得了框架、板柱和剪力堵三种形式的施工期，钢筋混凝土结构的荷载传递规律。有关结果可作为进行施工期结构安全分析的基础，也可为现场工程师选择施工方案提供依据。
New assumptions, structural models, and an analytical method for reinforced concrete structures during construction are proposed in the paper. Their applicability and accuracy are verified by the comparison with ho the results of the on-site measurements and the results of existing analytical methods. By means of a computer program, in which the new method is integrated, the influences of major factors during construction are discussed. The rule of load transmission in those types of structures are obtained. Factors of load transmission of the maximum slab load are recommended.
出处
《土木工程学报》
EI
CSCD
北大核心
2000年第6期57-62,共6页
China Civil Engineering Journal
基金
"国家基础研究和应用基础研究重大项目:重大土木及水利工程安全性与耐久性的基础研究"资助
关键词
钢筋混凝土结构
施工期
结构模型
分析方法
reinforced concrete structures, during construction, structural models and analytical method, the rule of load transmission
