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论述中美风荷载的换算关系 被引量:7

DISCUSSION ON CONVERSION RELATION OF WIND LOAD BETWEEN CHINESE AND AMERICAN STANDARDS
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摘要 结合工程实际应用,对于我国GB 50009—2001《建筑结构荷载规范》和美国ASCE 7—05《MinimumDesign Loads for Buildings and Other Structures》中关于风速、基本风压计算的差异与换算方法进行论述。 According to the actual uses of projects,it is described the difference in the calculation of wind speed and basic wind pressure as well as conversion methods between the Chinese GB 50009—2001 Construction Structure Load Standard and the American ASCE 7—05 Minimum Design Loads for Buildings and Other Structures.
出处 《工业建筑》 CSCD 北大核心 2009年第9期114-116,共3页 Industrial Construction
关键词 风速 基本风压 平均时距 标准高度 wind speed basic wind pressure average time interval standard height
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参考文献2

  • 1GB50009--2001,建筑结构荷载规范[S].
  • 2American Society of Civil Engineers Standard. ASCE/SEI 7-05 Minimum Design Loads for Buildings and Other Structures[S].

共引文献35

同被引文献27

  • 1施素芬,赵利刚.强台风“云娜”灾害特征及其评估[J].气象科技,2006,34(3):315-318. 被引量:12
  • 2罗开海,王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构,2006,36(8):103-107. 被引量:65
  • 3林凤羽.我国输电线路杆塔设计风荷载与IEC标准比较[J].中国电力,1997,30(1):22-24. 被引量:6
  • 4肖洪伟,李喜来,廖宗高,唐国安,段松涛.输电线路风荷载调整系数(风振系数)计算探讨[J].电力建设,2007,28(9):33-38. 被引量:14
  • 5JANG S,LU L,SADEK F. Database-assisted wind load capacity estimates for low-rise steel frames[J].{H}Journal of Structural Engineering,2002,(12):1594-1603.
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  • 7DUTHINH D,FRITZ W P. Safety evaluation of low-rise steel structures under wind loads by nonlinear database-assisted technique[J].{H}Journal of Structural Engineering,2007,(04):587-594.doi:10.1061/(ASCE)0733-9445(2007)133:4(587).
  • 8COFFMAN B F,MAIN J A,DUTHINH D. Wind effects on low-rise metal buildings:Database-assisted design versus ASCE 7-05 standard estimates[J].{H}Journal of Structural Engineering,2009,(06):744-748.
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  • 10于刚;梁正平;张鹏飞.110~750 kV 架空输电线路设计规范[S]北京:中国电力出版社,2010.

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