摘要
根据已有的资料,对《钢骨混凝土结构设计规程》和《型钢混凝土组合结构设计规程》规定的关于型钢混凝土梁受弯承载力计算公式进行比较分析,得出结论,并提出了现阶段存在的主要问题,最后提出一些适合工程应用的建议。
Based on the existing test data, comparison is made in the formulas to calculate the bending capacity of steel reinforced concrete beam, which are prescribed in Specification for Design of Steel Reinforced Concrete and Technical Specification for Steel Reinforced Concrete Composite Structures, conclusions reached, main problems raised and suggestions put forward with reference to engineering design.
出处
《北京联合大学学报》
CAS
2005年第4期39-41,共3页
Journal of Beijing Union University