期刊文献+

基于中美规范的重力坝动力响应分析 被引量:2

Dynamic Response Analysis of Gravity Dam Based on Sino-American Codes
下载PDF
导出
摘要 针对某海外工程项目,采用谱分析法对重力坝的挡水坝段进行二维动力响应分析。计算中分别采用中国规范与美国规范,将计算结果进行对比。结果表明,采用美国规范所得坝体各阶振型频率小于中国规范,而位移及应力极值要高于中国规范。 Aiming at one overseas project, the spectrum analysis method is applied to analyze the 2D dynamic response of the retaining section of the gravity dam. In the computation, both Chinese and American codes are utilized respectively as well as the computing re- suits are compared. The comparison results show that the frequencies of various modes of the dam by American code are smaller than those by Chinese code. But maximum displacement and stress by American code are higher than those by Chinese code.
作者 马艳 张杰
出处 《西北水电》 2014年第3期32-35,共4页 Northwest Hydropower
关键词 动力响应分析 谱分析法 中国规范 美国规范 dynamic response analysis spectrum analysis method Chinese code American code
  • 相关文献

参考文献7

  • 1DL5073-2000,水工建筑物抗震设计规范[S].北京:中国电力出版社,2000.
  • 2EM1110-2-2200,GRAVITY DAM DESIGN[S].US:ENGINEER MANUAL,1995.
  • 3DL5077-1997.水工建筑物荷载设计规范[S].北京:中国电力出版社,1997.
  • 4EM1110-2-2502,RETAINING AND FLOOD WALLS[S].US:ENGINEER MANUAL,1989.
  • 5EM1110-2-2100,STABILITY ANALYSIS OF CONCRETE STRUCTURES[S].US:ENGINEER MANUAL,2005.
  • 6EM1110-2-2104,STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURES[S].US:ENGINEER MANUAL,1992.
  • 7EARTHQUAKE DESIGN[S].US:UNIFORM BUILDING CODE,VOLUME 2,1997.

共引文献13

同被引文献5

引证文献2

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部