期刊文献+

绝对和相对输入能量谱对比及延性系数的影响研究 被引量:3

STUDY ON COMPARISON BETWEEN ABSOLUTE AND RELATIVE INPUT ENERGY SPECTRA AND EFFECTS OF DUCTILITY FACTOR
在线阅读 下载PDF
导出
摘要 利用266条强震记录,在研究绝对输入能量谱和相对输入能量谱衰减规律的基础上, 对由衰减关系所确立的两种输入能量谱进行对比分析,讨论了延性系数对这两种输入能量谱 的影响.研究发现,在弹性情况下,两种输入能量谱在周期O.5~1.0 s范围内相差不大;在 非弹性情况下,两种输入能量谱存周期O.5 s处相差不大.周期较小时,绝对输入能量谱要大 于相对输入能量谱;周期较大时,绝对输入能量谱小于相对输入能量谱.延性系数对这两种 输入能量谱影响均比较大,对绝对输入能量谱而言,周期小于0.3 s时,随着延性系数的增 大,能量谱升高;周期大于O.3 s时,随着延性系数的增大能量谱降低.不同延性系数的绝对 输入能量谱存分界点0.3 s左右相等.相对输入能量谱受延性系数影响与绝对输入能量谱相 似,但分界点在0.5 s左右.与绝对输入能量谱相比,相对输入能量谱在短周期段受延性系数 的影响较大,特别是当场地较软时更为明显. Based on 266 strong ground motion records, an attenuation relationship was developed for both absolute and relative input energy spectra. The comparison of the two kinds of input energy spectra constructed from the attenuation relationship was made in this paper. The results show that there is little difference between the absolute input energy spectra and relative ones at the periods of 0.5 - 1.0 s for elastic systems and at the period of 0.5 s for inelastic systems. The absolute input energy spectra are much larger than relative ones in very short period range but some less than relative ones in long period range. It is also found that the ductility factor has a significant effect on both absolute and relative input energy spectra. The absolute input energy spectra increase with the increasing of ductility factor for the periods less than 0. 3 s but decrease for the periods larger than 0. 3 s. The absolute input energy spectra for different ductility factor are almost equivalent at the period about 0.3 s, but for relative input energy spectra, the period is about 0.5 s. The effect of ductility on the relative input energy spectra in the short period range is much larger than that on the absolute input energy spectra, especially on the softer site class.
出处 《地震学报》 CSCD 北大核心 2005年第6期666-676,共11页 Acta Seismologica Sinica
基金 黑龙江省自然科学基金(E0221)和科技部社会公益研究专项基金(2001DIB20098)资助.
关键词 输入能量谱 地震动 衰减规律 延性系数 两步回归法 input energy spectra ground motion attenuation relationship ductility factor two-stage regressive method
  • 相关文献

参考文献10

  • 1公茂盛,谢礼立,章文波.地震动输入能量衰减规律的研究[J].地震工程与工程振动,2003,23(3):15-24. 被引量:12
  • 2Boore D M, Joyner W B, Fumal T E. 1993. Estimation of Response Spectra and Peak Acceleration From Western North American Earthquakes: An Interim Report[R]. US Geo. Survey Open File Report, 93~509
  • 3Campbell K W. 1985. Strong motion attenuation relations: A ten-year perspective[J]. Earthquake Spectra, 1(4): 759~803
  • 4Chapman M C. 1999. On the use of elastic input energy for seismic hazard analysis[J]. Earthquake Spectra, 15(4): 607~634
  • 5Chou C C, Uang C M. 2000a. An Evaluation of Seismic Energy Demand: An Attenuation Approach [R]. PEER Re port, 2000/4, 3~5
  • 6Chou C C, Uang C M. 2000b. Establishing absorbed energy spectral-an attenuation approach[J]. Earthquake Engineering and Structural Dynamics, 29:1 441~1 455
  • 7Joyner W B, Boore D M. 1981. Peak horizontal acceleration and velocity from strong-motion records including records from 1979 Imperial Valley, California earthquake[J]. Bull Seism Soc Amer, 71(6): 2 011~2 038
  • 8Joyner W B, Boore D M. 1993. Method for regression of strong-motion data[J]. Bull Seism Soc Amer, 83(2) : 469~487
  • 9Joyner W B, Boore D M. 1994. Errata[J]. Bull Seism Soc Amer, 84(3): 955~956
  • 10Uang C M, Bertero V V. 1990. Evaluation of seismic energy in structures[J]. Earthquake Engineering and Structural Dynamics, 19:77~90

二级参考文献9

  • 1[1]Chia-Ming Uang, and Votelmo V. Bertero. Evaluation of seismic energy in structures[J]. EESD. 19, 77 -90(1990).
  • 2[4]Boore, D. M. , W. B. Joyner, and T. E. Fumal, Estimation of response spectra and peak acceleration from western North American earthquakes[R]. An interim report, U.S. Geol. Survey Open- File Report, 1993,93- 509, 72.
  • 3[5]Chung-Che Chou. and Chia- Ming Uang. Established absorbed energy spectra -an attenuation approach[J]. EESD. 29, 1441 - 1455(2000).
  • 4田启文,廖振鹏,孙平善.根据烈度资料估算我国地震动参数的衰减规律[J].地震工程与工程震动,1986,6(1).
  • 5[9]王国新.地震动参数衰减规律研究[D].中国地震局工程力学研究所硕士学位论文.1986.
  • 6[10]Joyner, W. B. , and D. M. Boore, Peak horizontal acceleration and velocity from strong-motion records including records from 1979 Imperial Valley, Califonia, Earthquake[J]. Bull. Seism. Soc. 1981,Am71(6): 2011-2038.
  • 7[11]Fukushima, Y. and T. Tanaka, A new attenuation for peak horizontal acceleration of strong earthquake ground motion in Japan [J]. Bull.Seism. Soc. 1990,Am 80(4):757 -778.
  • 8[12]Joyner, W. B., and D. M. Boore, Method for regression of strong - motion data[ J]. Bull. Seism. Soc. 1993, Am 83 (2): 469 -487.
  • 9[13]Martin C. Chapman. On the use of elastic input energy for seismic hazard analysis[J]. Earthquake Spectral, 1999,15 (4).

共引文献11

同被引文献36

  • 1黄宗明,白绍良,赖明.结构地震反应时程分析中的阻尼问题评述[J].地震工程与工程振动,1996,16(2):95-105. 被引量:67
  • 2肖明葵,刘波,白绍良.抗震结构总输入能量及其影响因素分析[J].重庆建筑大学学报,1996,18(2):20-33. 被引量:56
  • 3Housner G. Limit design of structures to resist earthquakes [ C ]/! Proceedings of the 1 st World Conference on Earthquake Engineer- ing, 1956 : 1-12.
  • 4Housner G W. Behavior of structures during earthquake[ J ]. Jour- nal of the Engineering Mechanics Division, ASCE, 1959, 85(4) : 109-129.
  • 5Akiyama H. Earthquake resistant limit state design for buildings [ M ]. Tokyo: University of Tokyo Press, 1985.
  • 6Amador Teran. Performance-based earthquake-resistant design of framed buildings using energy concepts[ D]. University of Califor- nia at Berkeley, 1996.
  • 7Chou CC ,Uang CM. Evaluation of site-specific energy demand for building structures[ C]//Proceedings of the seventh U. S. National Conference on Earthquake Engineering,2002.
  • 8Chou Chung-Che. An energy-based seismic evaluation procedure for moment-resisting frames[ D]. University of California. San Die- go ,2001.
  • 9Kent Richard Estes. An energy method for seismic design[ D]. U- niversity of Southern California. 2003.
  • 10Ye L P, Otani S. Maximum seismic displacement of inelastic sys- tems based on energy concept [ J ]. Earthquake Engineering & Structural Dynamics, 1999,28 (12) : 1483-1499.

引证文献3

二级引证文献2

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