期刊文献+

ENSO事件对青藏高原古里雅冰芯中现代δ^(18)O的影响 被引量:17

The Influence of ENSO Event on the Modern δ^(1 8)O on the Guliya Ice Core
在线阅读 下载PDF
导出
摘要 对 1951~1992年青藏高原古里雅冰芯中δ (18)O与I(南方涛动指数),δ(18)O与赤道东太平洋SST(海表面温度)的关系进行了分析.在 E1 Nino年,无论是隆冬还是盛夏,古里雅冰芯中δ(18)O均减小.表现为明显的降温,平均降温幅度分别为12℃和 0.45℃.在特强 E1 Nino年,平均降温幅度分别为 2.03℃和1.46℃在 La  Nina年,盛夏古里雅冰芯中δ(18)O增大,表现为明显的增温,平均升温幅度为1.02℃.在特强La Nina年,平均升温幅度为1.6℃,但隆冬古里雅冰芯中δ(18)O变化不明显在非La Nina年,隆冬古里雅冰芯中δ(18) The relationships between the δ^(1 8)O in the Guliya ice core on the Tibetan Plateau and the SOI, as well as between the δ^(1 8)O and the SST in the eastern Equatorial Pacific are analyzed. In the E1 Nino years, no matter in midsummer or in midwinter, δ^(1 8)O in the Guliya ice core decreased, showing a marked decrease of temperature. The mean extents of the decrease were 1.2℃ and 0.45℃ respectively, and were 2.03℃ and 1.46℃ respectively in the strongest E1 Nino years; In the La Nina years, δ^(1 8)O in the Guliya ice core in midsummer increased, showing a marked rise of temperature. The mean extents of rising was 1.02℃, and was 1.6℃ in the strongest La Nina years. However, the va- nation of δ^(1 8)O in midwinter was undefined; In non-La Nina years, the linear correlation between δ^(1 8)O in midwinter and SOI in March of the corresponding period, as well as between and SST in January of the corresponding period became obvious.
出处 《冰川冻土》 CSCD 北大核心 2000年第1期23-28,共6页 Journal of Glaciology and Geocryology
基金 国家重点基础研究规划项目!G1998040802 国家攀登计划!KZ951-A1-204-02 KZ951-A1-402
关键词 青藏高原 古里雅冰芯 Δ^18O 厄尔尼诺 Tibetan Plateau, Guliya Ice Core, δ^(1 8)O,ENSO
  • 相关文献

参考文献2

二级参考文献14

  • 1中华人民共和国建设部.GB/50011--2001建筑抗震设计规范[S].北京:中国建筑工业出版社,2002.
  • 2Chehab M. Seismic analysis of a two-story wood-framed house using the response spectrum technique [D]. Corvallis: Oregon State University. College of Civil Engineering, 1982.
  • 3Guputa A K, Kuo G P. Modeling of a wood-framed house[J]. Journal of Structural Engineering, 1987,113(2):260.
  • 4Kasal B, Leichti R, Itani R. Nonlinear finite-element model of complete light-frame wood structures[J]. Journal of Structural Engineering, 1994,120 ( 1 ) . 100.
  • 5Ceccoti A, Follesa M , Karacabeyli E. 3D seismic analysis of multi-storey wood framed construction [ C] // 6th World Conference of Timber Engineering. Whistler Resort. University of British Columbia, 2000. 123 - 123.
  • 6Folz B, Filiatrault A. SAWS - version 1.0:A computer program for seismic analysis of wood-frame buildings [R]. San Diego: University of California. Dept of Civil Engineering, 2001.
  • 7Hongyong MI. Behavior of unblocked wood shear walls[D]. New Brunswick.. University of New Brunswick. Dept of Civil Engineering, 2004.
  • 8ASTM International. ASTM-2126-09 Standard test methods for cyclic (Reversed) load test for shear resistance of vertical elements of the lateral force resisting systems for buildings[S]. Pennsylvania.. ASTM International, 2001.
  • 9熊海贝,倪春,吕西林,贾国成.三层轻木-混凝土混合结构足尺模型模拟地震振动台试验研究[J].地震工程与工程振动,2008,28(1):91-98. 被引量:23
  • 10李硕,何敏娟,郭苏夷,倪春.混凝土与木混合结构中木楼盖计算模型[J].同济大学学报(自然科学版),2010,38(10):1414-1420. 被引量:9

共引文献15

同被引文献319

引证文献17

二级引证文献272

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