摘要
首先对日本和欧美等国外有关型钢混凝土结构的设计规程进行了介绍,并结合我国现有的关于型钢混凝土结构的两部规程《钢骨混凝土结构设计规程》(YB9082-97)及《型钢混凝土组合结构技术规程》(JGJ138-2001J/130-2001)的编制背景和依据,对其进行了详细的比较分析。重点对两部规程中有关型钢混凝土梁的正截面抗弯、斜截面抗剪承载能力的计算理论和计算方法进行了比较。通过型钢混凝土梁承载能力的计算实例,对两部规程的应用方法、计算步骤和计算结果作了比较分析。可为两部型钢混凝土结构设计规程工程应用提供参考。
In this paper, the specifications for design of Steel Reinforced Concrete（SRC） structures adopted by foreign countries such as Japan, USA were introduced at first; And the two specifications for design of SRC structures in our country, which are the Technical Specification for Steel Reinforced Concrete Composite Structures （JGJ 138-2001/J 130-2001） and Specification for Steel-Reinforced Concrete Structures（YB 9082-97）, were analyzed in detail based on their compiling background. Discussions were focused on the calculation theory of bending and shearing capacity of SRC beams in the two specifications. The design methods and calculation steps for the two specifications were presented by means of a calculation example of the typical SRC beams. The work was helpful to engineering application of the two specifications in SRC structures design.
出处
《苏州科技学院学报（工程技术版）》
CAS
2005年第3期6-9,14,共5页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
基金
国家自然科学基金资助项目(50478120)
关键词
型钢混凝土结构
设计规程
承载能力
计算实例
Steel Reinforced Concrete（SRC） structure
design specification
bearing capacity
calculation example
