INVESTIGATION AND ANALYSIS ON DAMAGES TO REINFORCED CONCRETE FRAME AND BENT STRUCTURES BY 5.12 WENCHUAN EARTHQUAKE
-
摘要: 通过对5.12汶川大地震不同地震烈度区域的钢筋混凝土框、排架房屋不同受损形式与程度的调查分析,发现地震烈度大于此类结构设防烈度1~2度及以上时大部分出现严重损坏,极少部分由于设计不合理、施工质量较差等因素引起倒塌的现象,总结了此类结构设计施工的注意事项,可供灾区重建的工程技术人员、施工人员等参考。Abstract: According to the investigation and analysis on the reinforced concrete frame and bent structures in different regions, of different forms and degrees of damages due to May 12 Wenchuan Earthquake, it has been found out that the majority of serious damages were caused by such structure whose maximum security structure intensity was 1 to 2 degrees below the seismic intensity. Other factors that have caused the collapse include unreasonable design, poor quality construction and so on. Therefore, it is summarized the matters needing attention during design and construction of the structures, which could provide some reference information for engineers, technical personnel and construction personnel.
-
Key words:
- Wenchuan earthquake /
- frame and bent structure /
- damage analysis
-
GB 50011-2001 建筑抗震设计规范[S]. [2] GB 50023-95 建筑抗震鉴定标准[S]. [3] GB/T 17742-1999 中国地震烈度表[S]. [4] 中国地震局. 地震现场工作大纲和技术指南[M]. 北京: 地震出版社, 1998.
点击查看大图
计量
- 文章访问数: 89
- HTML全文浏览量: 9
- PDF下载量: 105
- 被引次数: 0