对岛状融区房建冻害的几点认识——以沱沱河兵站楼房为例     

黄以职  郭东信 《冰川冻土》1992,(1)

座落在岛状融区中的青藏高原沱沱河兵站楼房,由于跨年度施工,楼房各部位季节冻深和融化速度不一,引起不均匀下沉,致使墙体产生严重裂缝。岛状融区是工程地质环境敏感区。在太阳辐射强烈的青藏高原,现行建筑规范中房屋采暖对冻深的影响系数偏小,建议对北外墙中段和角端应比规范规定系数分别增大0.2和0.3。  相似文献   

The historic and artistic heritage facing the earthquake risk: The Italian case     

Antonella Huber  Michele Dragoni 《Natural Hazards》1992,5(3):269-278

The problem of protection against earthquakes in Italy is made difficult by the presence of a huge historic and artistic heritage. Such a heritage is mainly made up of ancient buildings and monuments situated in the urban centres, which are densely distributed throughout Italy. Therefore, very complex problems are met in the determination of the value parameter concurring with the determination of seismic risk, in addition to hazard and vulnerability. An indication of the monetary value of a building is not sufficient as far as the cultural heritage is concerned: different criteria are necessary in order to distinguish which are the strategic buildings. If we consider that there are more than 2000 museums in Italy, most of which are placed inside historic buildings, it appears that museums should receive the highest priority in future initiatives for seismic rehabilitation.  相似文献   

民房震害预测专家评定统计模型的探讨     

徐祥文  黄崇福 《地震研究》1993,16(2):187-192

本文针对专家评定意见有一定伸缩性的特点,将专家意见表示为评定论域上的模糊子集,利用可能性相加原理,对专家意见进行了统计分析,得出综合性的意见。结果表明,利用伸缩性提供的丰富信息,可以较好地总结专家意见。基于几种模型的仿真可靠性分析结果,本文推荐可靠性最高的模型作为城市平房震害预测统计手段。  相似文献   

Development and validation of a metallic haunch seismic retrofit solution for existing under‐designed RC frame buildings     

Stefano Pampanin  Constantin Christopoulos  Te‐Hsiu Chen 《地震工程与结构动力学》2006,35(14):1739-1766

The feasibility and efficiency of a seismic retrofit solution for existing reinforced concrete frame systems, designed before the introduction of modern seismic‐oriented design codes in the mid 1970s, is conceptually presented and experimentally investigated. A diagonal metallic haunch system is introduced at the beam–column connections to protect the joint panel zone from extensive damage and brittle shear mechanisms, while inverting the hierarchy of strength within the beam–column subassemblies and forming a plastic hinge in the beam. A complete step‐by‐step design procedure is suggested for the proposed retrofit strategy to achieve the desired reversal of strength hierarchy. Analytical formulations of the internal force flow at the beam–column‐joint level are derived for the retrofitted joints. The study is particularly focused on exterior beam–column joints, since it is recognized that they are the most vulnerable, due to their lack of a reliable joint shear transfer mechanism. Results from an experimental program carried out to validate the concept and the design procedure are also presented. The program consisted of quasi‐static cyclic tests on four exterior, ? scaled, beam–column joint subassemblies, typical of pre‐1970 construction practice using plain round bars with end‐hooks, with limited joint transverse reinforcement and detailed without capacity design considerations. The first (control specimen) emulated the as‐built connection while the three others incorporated the proposed retrofitted configurations. The experimental results demonstrated the effectiveness of the proposed solution for upgrading non‐seismically designed RC frames and also confirmed the applicability of the proposed design procedure and of the analytical derivations. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Damage distribution during the 1994 Northridge, California, earthquake relative to generalized categories of surficial geology     

M.D. Trifunac  M.I. Todorovska 《Soil Dynamics and Earthquake Engineering》1998,17(4):239-253

The spatial distributions of severely damaged buildings (red-tagged) and of breaks in the water distribution system following the 1994 Northridge, California, earthquake (M_L = 6·4) are investigated relative to the local characteristics of surficial geology. The pipe breaks are used as an indicator of nonlinear soil response, and the red-tagged buildings as indicator of severe shaking. The surficial geology is described by several generalized categories based on age, textural character and thickness of the near surface layer. Two regions are studied: the San Fernando Valley and Los Angeles-Santa Monica. The analysis shows that there is no simple correlation between damage patterns and surficial geology. Single family wood-frame buildings were damaged less when built on fine silt and clay (0–3 m thick) from the late Holocene.  相似文献   

滇西惠民式铁矿找矿模型及预测   总被引：1，自引：0，他引：1  

许东 《地质与勘探》2010,46(5):765-778

惠民铁矿产于双江陆缘弧带中元古代惠民岩组中部多旋回含铜铁火山-沉积建造中。每个小旋回底部由火山岩始,顶部至铁矿层终,构成明显的火山喷发-沉积韵律,铁矿层的大小、分叉、尖灭等,与火山岩的多寡、厚薄直接有关,受控于火山岩活动及其中心。将其厘定为云南省云县-澜沧一带区域性的中元古代海相火山-沉积型铁矿典型矿床-惠民式铁矿,并将与之成矿条件类似的双江-澜沧地区中元古代火山岩盆地作为惠民式铁矿的预测工作区,以MRAS定位定量方法,基于GIS矿产资源评价系统进行矿产预测,优选最小预测靶区13个,估算铁矿石资源量75亿吨,做为今后寻找与勘查该类型矿床的依据。  相似文献   

欧美地下水有机污染调查评价进展   总被引：11，自引：0，他引：11  

刘菲  王苏明  陈鸿汉 《地质通报》2010,29(6):907-917

1999年中国地质调查局启动了第一个地下水有机污染调查项目,当时检测指标只有20个(包括11个挥发性有机污染物、8种有机氯农药和1种多环芳烃)。"十一五"的地下水有机污染调查必测项目包含了38项(挥发性指标28项、有机氯农药9项和1种多环芳烃),取得了地下水有机污染的基本资料。但从对国外文献的调研来看,地下水中有机污染的种类远远超过38种。为了更全面地掌握中国地下水的质量,有必要对不同地区或不同类型的地下水中典型的有机污染物的种类进行研究,为后续地下水有机污染调查的增项做准备。通过检索美国环保局(USEPA)、美国地质调查局(USGS)和欧盟(EU)近年来的地下水质量年度报告和相关文献,调研了地下水中典型有机污染物的类型,选出最常检出的有机污染物,形成最常检出的有机污染物的检出率排序表,列出了检出率高的前50个污染物的名单。  相似文献   

泥石流源区典型草本植物根系抗拉试验   总被引：5，自引：0，他引：5  

陆桂红  欧国强  杨顺  王钧  宇岩 《山地学报》2014,32(6)

植被对于泥石流源区的生态修复和物源稳定具有重要意义,其中植物根系的抗拉力学特性是影响植物护坡的主要因素之一。为了探究泥石流源区植物根系的抗拉特性,以都江堰市锅圈岩泥石流源区为研究区,在野外调查的基础上,通过重要值计算确定了源区典型草本植物并进行抗拉强度试验。研究表明,锅圈岩泥石流源区主要分布有寒芒、节节草等对恶劣环境适应性强的乡土植物,它们的根系平均分布深度在30 cm以内;根系抗拉力与根径呈幂函数正相关关系,抗拉力随根径的增大而增大。当根径0.50 mm时,抗拉强度与根径也表现出幂函数关系;当根径0.50 mm时,部分植物根系的抗拉强度值波动较大。不同植物根系的平均抗拉强度从大到小依次为铁杆蒿(106.24 MPa)、节节草(非节点处,30.79 MPa)、草地早熟禾(28.69 MPa)、小飞蓬(20.20 MPa)、多头苦荬(18.77 MPa)、寒芒(老根,14.87 MPa)、节节草(节点处,12.67 MPa)、寒芒(新根,8.29 MPa)。泥石流源区草本植物的根系抗拉力学特性良好,对稳固浅层土体和泥石流物源有积极作用。  相似文献   

典型曲线法在山东龙口软岩煤矿区开采沉陷预测中的应用          下载免费PDF全文

张惠生  顾伟 《地质找矿论丛》2014,29(1):84-90

为丰富矿区开采沉陷的预计方法,提高预测的精度,在综合大量文献的基础上,提出了典型曲线法。典型曲线法避免了由理论模型的假设和简化而造成预计公式的误差,提高了预计的精度,通过开发预计程序,方便了数据的处理,实现了典型曲线法沉陷预计的电算化。以山东龙口软岩矿区为例,详细介绍了典型曲线的建立和应用方法,预计结果和实测最大下沉值的绝对偏差为9mm,相对误差为1.1%。  相似文献   

过去2000年全球典型暖期特征与机制的模拟研究   总被引：1，自引：0，他引：1  

王志远  刘健 《第四纪研究》2014,34(6)

本文利用美国国家大气研究中心(NCAR)的通用地球系统模式(Community Earth System Model,简称CESM)的低分辨率版本(CESM1.0.3,T31_g37)在国际国内率先进行了多组过去2000年瞬变积分模拟试验,在与历史重建资料和观测资料进行对比验证的基础上,对过去2000年中的典型暖期(中世纪暖期与现代暖期)的特征和成因机制进行了初步探讨,结果表明:中世纪暖期太阳辐射加强是导致其“暖化”的主要原因之一,而温室气体浓度的激增是现代全球变暖的最主要原因;在中世纪暖期,自然因子(包括太阳辐射和火山活动)对降水量的影响之和比温室气体的影响高一个数量级;而在现代暖期,温室气体对降水量的影响比自然因子(包括太阳辐射和火山活动)对降水量的影响之和高一个数量级;在不同外强迫条件下的海表温度变化在热带太平洋区域截然不同,即自然因子影响下为类-拉尼娜态,而温室气体影响下为类-厄尔尼诺态;无论在中世纪暖期还是现代暖期,相对于1000～1850年的平均情况,沃克(Walker)环流均处于增强状态.  相似文献