增设翼柱的底商多层砌体房屋抗震性能试验研究          下载免费PDF全文

梁永朵  郭迅  姜金征  蒋越 《地震工程学报》2017,39(4):623-631

为研究在结构前纵墙底层部位增设翼柱对底商多层砌体房屋抗倒塌性能的影响,分别设计了一个1/5缩尺比例的普通底商多层砌体房屋及增设翼柱的砌体房屋模型分别进行振动台试验研究,对比分析各模型的破坏过程、加速度放大系数、相对位移及典型位置应变等参数。结果表明,在同样的地震动输入下,带有翼柱的底商多层砌体房屋破坏程度、层间相对位移及层间位移角均明显低于普通底商多层砌体房屋,带有翼柱的底商多层砌体房屋抗倒塌性能显著提高。  相似文献   

地理信息系统(GIS)专业实践教学系统构建   总被引：9，自引：0，他引：9  

郑贵洲  赵雷 《测绘科学》2010,35(5)

GIS是一门实践性很强学科,GIS人才不但要有深厚的理论基础,而且要掌握过硬的实践技术,实践教学在培养学生的创新思维、科研能力方面的作用重大。本文在分析国内外实践教学现状的基础上,建立了GIS专业实践教学系统,探讨了GIS主要实践能力,阐述了GIS实践教学体系,提出了GIS实践教学模式。认为GIS教学必须以理论为指导,以技术为核心,积极开展GIS实践创新。  相似文献   

ASEISMIC CONSTRUCTION AND DESIGN METHOD FOR MULTI-STOREY COMPOSITE STRUCTURES     

H. DAI  X. D. XIA  D. J. DING 《地震工程与结构动力学》1996,25(9):887-907

Using a newly introduced ductile low-rise shear wall with vertical keyways, a seismic resistance design approach for a practical type of composite structure, which consists of a reinforced concrete frame in the bottom floors and masonry structures in the upper floors, has been presented. The purpose of the new design approach is to improve the earthquake resistance of the whole structure by increasing the energy dissipation capacity in the bottom part of the structure. Non-linear analysis shows that, by adopting the newly proposed ductile low-rise shear wall in the bottom of the structure, the lateral deflection of the structure is not much more than that of a structure using conventional solid low-rise shear walls under a small or moderate earthquake excitation, and that even under the attack of a severe earthquake, a stable structural response can be expected for the proposed structure. Thus it is easy for such a structure to achieve the design objective of ‘minor damage in a small earthquake and prevention of collapse in a severe earthquake’ and the design method is of practical value for similar types of composite structures.  相似文献   

北京市平谷盆地地下水库调蓄能力模拟研究     

李宇  魏加华  耿学红 《城市地质》2006,1(2)

平谷盆地第四系含水层厚度大．分布较广、蓄水条件好,形成容积巨大的天然地下水库。充分利用其地下水库容积调蓄年际、年内丰枯不均降水量,对保证北京城市稳定供水具有重要的现实意义。本文在综合分析盆地水文地质资料基础上,建立了地下水库数值模拟模型,并对地下水调蓄能力进行了模拟。结果表明,在王都庄和中桥可以建立地下水源地．两个水源地具有开采量20×104m3／d的开采潜力。在两个水源地应急开采3年后,盆地地下水位平均下降12-14m,水源地停止开采后,在其它开采条件不变的情况下,经过1个丰水年加3个平水年其地下水位基本恢复到初始状态。  相似文献