钢框架结构中、印标准计算对比-建筑与土木工程专业论文.docxVIP

西安建筑科技大学硕士学位论文 西安建筑科技大学硕士学位论文 Comparison of Chinese Code and Indian Code for Steel Frame Design Specialty: Architectural and Civil Engineering Name: Kang Yue Instructor: Prof. Su Mingzhou Part-time Tutor: Senior Engineer Dong Lvhe Abstract Due to the particularity and limitation of civil engineering structure, the differences between various national codes are remarkable. Along with the increasing of foreign-related engineering project in Electric Design Institute, a lot of projects intimated that using their domestic code for design, so it is particularly important to understand the similarities and differences of domestic and foreign code for engineers. In order to understand the difference between Chinese and Indian Code in structural design comprehensively, this article gives the difference of the two codes as a reference of future design through the design of a steel frame. Research works in this article are as follows: From the wind load, earthquake action, load combination, detailing the computation procedure of Indian code “IS:875(PART 3)-1987”, “IS1893: 2002”and Chinese code “Load code for the design of building structures” (GB50009-2001), “code for seismic design of buildings”(GB50011-2010), the differences are compared in design between Chinese code and Indian code. Establish the structure model with a transfer station in India thermal power station by using the STAAD ProV8i developed by Engineers Inc. The structure is computed and analyzed based on the Chinese code and Indian code. Based the analytical results, the differences for design of steel frame are put forward between the two codes. According to the comparison, summarized similarities and differences in the calculation of wind load, earthquake action, load combination. Result reveals that the ratio of column calculated by Indian codes is higher than by Chinese codes. Keyword: design code, load combination, wind load, earthquake, steel frame Type of thesis: Application research 目 录 1 绪 论 1 1.1 引言