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[1] Yin Jie*, Liang Shuting, Jiang Yongsheng, Yin Guihong, et al. Study on Interactive Computer Program for Seismic Appraisaland Seismic Strengthening of R.C. Frame Structures [J]. Journal of Southeast University (English Edition), 2002, 18 (3): 238-240. [doi:10.3969/j.issn.1003-7985.2002.03.009]
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Study on Interactive Computer Program for Seismic Appraisaland Seismic Strengthening of R.C. Frame Structures()
钢筋混凝土框架抗震鉴定与加固程序开发
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Journal of Southeast University (English Edition)[ISSN:1003-7985/CN:32-1325/N]

Volumn:
18
Issue:
2002 3
Page:
238-240
Research Field:
Civil Engineering
Publishing date:
2002-09-30

Info

Title:
Study on Interactive Computer Program for Seismic Appraisaland Seismic Strengthening of R.C. Frame Structures
钢筋混凝土框架抗震鉴定与加固程序开发
Author(s):
Yin Jie1* Liang Shuting1 Jiang Yongsheng1 Yin Guihong2
1The Key Laboratory of R.C. & P.C. Structures of Ministry of Education, Southeast University, Nanjing 210096, China
2Yantai Supervision Station of Constructional Engineering Quality, Yantai 264000, China
殷杰1 梁书亭1 蒋永生1 尹贵宏2
1东南大学混凝土与预应力混凝土结构教育部重点实验室, 南京 210096; 2烟台市建筑工程质量监督站, 烟台 264000
Keywords:
adhering steel plate bonding angles steel jacketing with R.C. seismic appraisal seismic strengthening
粘钢法 钢构套法 加大截面法 抗震鉴定 抗震加固
PACS:
TU973
DOI:
10.3969/j.issn.1003-7985.2002.03.009
Abstract:
In many cases, seismic appraisal of existing structures is carried out by the two-step method and seismic strengthening of R.C. frame structures is solved just based on rough calculation or experience of designers, which may lead to either lack of safety or too conservative in design. According to some related criteria and experts’ experience, a computer program is developed specially for seismic appraisal and seismic strengthening of R.C. frames(not more than 10 storeys)in this paper. Because the program has a friendly interactive interface and a “navigating” function, users with a little knowledge of civil engineering can use the program to finish the job of seismic appraisal and seismic strengthening of R.C. frames. After seismic appraisal is completed, three strengthening methods can be selected, which are increasing the components’ section with reinforced concrete, encasing them with angle steel and adhering steel plate on their surfaces, respectively. The design work based on the program will be completed more accurately, reasonably and quickly. At the same time, a great deal of manpower, material resources and financial resources can be saved.
现有结构的抗震鉴定采用两级鉴定法, 设计人员往往根据粗略计算和经验进行加固, 导致加固方案不安全或过于保守.本文依据有关国家标准及专家经验, 编制了钢筋混凝土框架抗震鉴定与加固计算机软件.该软件具有“导航”功能, 人机界面友好.具有一般土建知识的用户即可通过使用该软件选用加大截面法、钢构套法或粘钢法对钢筋混凝土框架进行较准确、合理、快速的抗震加固设计, 并节省大量的人力、物力和财力.

References:

[1] Fukuyama H. Japanese seismic rehabilitation of concrete buildings after the Hyogoken-Nanbu earthquake[J]. Cement and Concrete Composites, 2000, 22:59-79.
[2] Ministry of Construction, People’s Republic of China. JGJ 116—98 Technical specification for seismic strengthening of building[S]. Beijing: China Architecture & Building Press, 1999.22-29.(in Chinese)
[3] Ministry of Construction, People’s Republic of China. GB 50023—95 Standard for seismic appraiser of building[S]. Beijing: China Architecture & Building Press, 1996.22-27.(in Chinese)
[4] Wan Molin, Han Jiyun. Techniques on seismic strengthening of R.C. structures[M]. Beijing: China Architecture & Building Press, 1995.15-46.(in Chinese)

Memo

Memo:
* Born in 1975, male, graduate.
Last Update: 2002-09-20