中国与美国西部平均构造剪应力值的比较          下载免费PDF全文

陈培善  白彤霞  李保昆 《地震学报》2002,24(5):479-486

提出了一种估计一个地区平均构造剪应力值的方法．用这种方法，选取哈佛大学公布的1977～1999年共15 993次地震的矩张量数据，估计了美国西部19个地区、中国和邻区43个地区(每个地区为1010范围)的平均环境剪应力值．结果表明，美国西部南加州西部海域和南加州应力最高，达13.7和12.0 MPa，然后向北、向南和向东逐渐递减，但最小也达8.7 MPa，是最高值的63%．中国新疆西北部地区和西藏察隅地区应力水平最高，达17.2和12.9 MPa，比美国高．中国的华北、云南、四川、台湾和美国南加州的应力水平差不多．中国南北地震带的应力水平为13 MPa左右，比南加州略高．两个重要地区的平均剪应力值分布图，提供了地学的基本数据．这些结果可为研究地震活动的大背景提供依据，对研究强地面运动参数(如峰值加速度及反应谱等)的衰减关系也是有用的．   相似文献   

薄钢板剪力墙抗震性能试验研究   总被引：15，自引：6，他引：15  

苏幼坡  刘英利  王绍杰 《地震工程与工程振动》2002,22(4):81-84

通过4个薄钢板剪力墙和1个钢筋混凝土框架的试验，研究了薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明，利用薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明，利用薄钢板剪力墙作为抗侧力构件是可行的。在钢筋混凝土框架中设置薄钢板可有效地增加刚度，承载力和耗能性能。  相似文献   

南京地区新近沉积土的动剪切模量和阻尼比的初步研究   总被引：9，自引：1，他引：9  

刘雪珠  陈国兴  胡庆兴 《地震工程与工程振动》2002,22(5):127-131

本文通过对南京地区两个工程场地漫滩相成因的砂土和淤泥质粉粘土与粉砂互层土的自振动柱试验结果进行分析，探讨了围压对剪切模量G及阻力比λ的影响，通过与Seed和Idriss建议的砂土G/Gmax-γ和λ-γ曲线变化范围的对比，认为不能简单地把淤泥质粉质粘土与粉砂层土当作砂土或粉质粘土对待。  相似文献   

Nonlinear earthquake response analysis and energy calculation for seismic slit shear wall structures     

蒋欢军  吕西林 《地震工程与工程振动(英文版)》2002,1(2):227-237

Based on the concept of structural passive control, a new type of slit shear wall, with improved seismic performance when compared to an ordinary solid shear wall, was proposed by the authors in 1996. The idea has been verified by a series of pseudo-static and dynamic tests. In this paper a macro numerical model is developed for the wall element and the energy dissipation device. Then, nonlinear time history analysis is carried out for a 10-story slit shear wall model tested on a shaking table. Furthermore, the seismic input energy and the individual energy dissipated by the components are calculated by a method based on Newmark-β assumptions for this shear wall model, and the advantages of this shear wall are further demonstrated by the calculation results from the viewpoint of energy. Finally, according to the seismic damage criterion on the basis of plastic accumulative energy and maximum response, the optimal analysis is carried out to select design parameters for the energy dissipation device.  相似文献   

Recent developments in seismically isolated buildings in Japan     

Shin Okamoto  Nagahide Kani  Masahiko Higashino  Norihide Koshika  Masayuki Kimizuka  Mitsumasa Midorikawa  Masanori Iiba 《地震工程与工程振动(英文版)》2002,1(2):213-225

The Building Standard Law of Japan and related Enforcement Order and Notifications have been substantially revised since the year 2000 to introduce a performance-based regulatory and deregulation system for building control systems. Up to then, time-history analyses were mandatory for isolated buildings and had to be specially approved by the Minster of the Ministry of Construction (MOC). Simplified design procedures based on the equivalent linear method for seismically isolated buildings have been issued as “Notification 2009 — Structural calculation procedure for buildings with seismic isolation” from MOC, and are now integrated into the Ministry of Land, Infrastructure, and Transportation (MLIT). Along with Notification 2009, “Notification 1446 of year 2000 — Standard for specifications and test methods for seismic isolation devices” was also issued. Buildings with heights equal to or less than 60m and that are designed according to these Notifications, including base isolated buildings, only need approval from local building officials, and no longer require the special approval of the Minister of MLIT. This paper summarizes: 1) some statistics related to buildings with seismic isolation completed up to the end of 2001; 2) simplified design procedures required by Notification 2009 of year 2000; and 3) performance of seismic isolation devices required by Notification 1446 of year 2000.  相似文献   

Relationship between crustal finite strain and seismic anisotropy in the mantle, Pacific–Australia plate boundary zone, South Island, New Zealand     

Timothy A. Little  Martha K. Savage  Basil Tikoff 《Geophysical Journal International》2002,151(1):106-116

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Monte-Carlo inversion for a global shear-velocity model of the crust and upper mantle   总被引：15，自引：1，他引：15  

N. M. Shapiro  M. H. Ritzwoller 《Geophysical Journal International》2002,151(1):88-105

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Tectonique transpressive en terre Adélie au Paléoprotérozoı̈que (Est Antarctique)Palaeoproterozoic transpression in Terre Adélie (East Antarctica)     

Anne Pelletier  Denis Gapais  René-Pierre Ménot  Jean-Jacques Peucat 《Comptes Rendus Geoscience》2002,334(7):505-511

The Palaeoproterozoic units of Terre Adélie show two types of structural domains associated with HT–LP metamorphic conditions: domes and NS–N340° striking vertical shear zones. Shear zones reflect dextral transpressive motions. Domes reflect sub-vertical shortening and principal stretching subparallel to shear zones. They could partly result from longitudinal flow coeval with transpression. Deformations are comparable to those described along the eastern and western boundaries of the Archean Gawler Craton (South-East Australia), which underlines the continuity between these two areas before opening of the Austral Ocean. To cite this article: A. Pelletier et al., C. R. Geoscience 334 (2002) 505–511.  相似文献   

陕西凤县八卦庙金矿床成矿地质特征及外围找矿前景分析   总被引：3，自引：0，他引：3  

张万业  刘方杰  黄长青 《矿产与地质》2003,17(2):136-139

阐述了八卦庙金矿床经历了长期、复杂的非线性成矿过程，着重分析了：含矿建造为与同生伸展断裂伴生的海底喷流热水沉积岩、热水浊积碎屑岩；脆-韧性剪切构造控制着主成矿过程；后期幔源岩浆气液叠加富集使其成为超大型金矿床。指出矿床成因为热水同生沉积细碎屑岩-剪切蚀变岩-幔源岩浆气液叠加富集型。八卦庙金矿床外围仍有巨大的找矿前景。  相似文献   

韧-脆性剪切带构造控矿演化模式--以青海省乌兰县托莫尔日特金矿区为例   总被引：1，自引：0，他引：1  

张拴宏  周显强  纪占胜 《矿物岩石》2003,23(1):37-41

通过对青海省乌兰县托莫尔日特金矿区韧－脆性剪切带变形特征、成矿物质与热液来源及运移条件分析，提出了该区构造控矿演化的四阶段模式。该模式认为，早期的韧性剪切变形导致了成矿物质的由深部向浅部、由韧性剪切带外部向韧性剪切带内部的活化迁移，成矿热液在韧性剪切带上部（即韧脆性转换带附近）得以大量聚集。韧性变形后期温压条件降低，韧性变形转化为脆性变形，地表大气降水沿贯通性较强的脆性破裂带大量下渗，到达韧－脆性转换带附近，与该处积聚的成矿热液充分混合，热液性质发生改变，在相对张性或较薄弱的构造有利部位大量沉淀。由于断裂带的周期性活动，成矿物质得到多次沉淀而不断富集，最终形成金矿体。矿体形成后的构造隆升及剥蚀作用，使韧－脆性剪切带出露地表，金矿床也随之出露到近地表处。因此在矿区石英脉型金矿体的下部，可能会存在糜棱岩型金矿体，但品位可能会有所下降。  相似文献