《中国土壤系统分类检索》(第三版,CST)关于火山灰土的诊断标准还存在一定问题,需要进一步修订。为此,整理并比较了《世界土壤资源参比基础》(World Reference Base for Soil Resources,WRB,1998—2014版)、美国《土壤系统分类检索》(Ke...《中国土壤系统分类检索》(第三版,CST)关于火山灰土的诊断标准还存在一定问题,需要进一步修订。为此,整理并比较了《世界土壤资源参比基础》(World Reference Base for Soil Resources,WRB,1998—2014版)、美国《土壤系统分类检索》(Keys to Soil Taxonomy,KST)(第3~12版,1987—2012年)、《中国土壤系统分类检索》(首次方案至第三版,1991—2001年)中,关于火山灰土的描述、诊断标准、分类检索和类型划分的演变历程,在此基础上提出了CST关于火山灰土诊断标准和分类检索的修订建议。展开更多
The purpose is to study the seismic reduction effect of an isolated structure,with wind-resistant bearings( WRBs) setting on its isolation layer to withstand great wind load,and the working mechanism of the WRB. In th...The purpose is to study the seismic reduction effect of an isolated structure,with wind-resistant bearings( WRBs) setting on its isolation layer to withstand great wind load,and the working mechanism of the WRB. In this paper,two isolation models with /without WRBs,taking an actual engineering as the background,are established in the finite element software ETABS. The one with WRBs has horizontal damping coefficient less than 0. 40 while the other between 0. 40 and 0. 53. WRBs are simulated by Plastic 1element and the collaborative work between them and isolation layer is described by a mechanical model. Time history analysis is conducted on the models to compare their responses under earthquake excitations. Results show that the one with WRBs,but less lead-rubber bearings( LRBs),has better damping effect than the other,although they both can meet wind requirements. It is also shown that under normal conditions and small earthquakes,WRBs function well and the isolation layer will not yield; under moderate earthquakes,WRBs will yield and be destroyed to stop functioning but without affecting the damping effect of the upper structure.Additionally, the total yield shear force provided by LRBs is proposed to be close to the standard value of wind load.展开更多
文摘《中国土壤系统分类检索》(第三版,CST)关于火山灰土的诊断标准还存在一定问题,需要进一步修订。为此,整理并比较了《世界土壤资源参比基础》(World Reference Base for Soil Resources,WRB,1998—2014版)、美国《土壤系统分类检索》(Keys to Soil Taxonomy,KST)(第3~12版,1987—2012年)、《中国土壤系统分类检索》(首次方案至第三版,1991—2001年)中,关于火山灰土的描述、诊断标准、分类检索和类型划分的演变历程,在此基础上提出了CST关于火山灰土诊断标准和分类检索的修订建议。
基金National Natural Science Foundation of China(No.51108092)
文摘The purpose is to study the seismic reduction effect of an isolated structure,with wind-resistant bearings( WRBs) setting on its isolation layer to withstand great wind load,and the working mechanism of the WRB. In this paper,two isolation models with /without WRBs,taking an actual engineering as the background,are established in the finite element software ETABS. The one with WRBs has horizontal damping coefficient less than 0. 40 while the other between 0. 40 and 0. 53. WRBs are simulated by Plastic 1element and the collaborative work between them and isolation layer is described by a mechanical model. Time history analysis is conducted on the models to compare their responses under earthquake excitations. Results show that the one with WRBs,but less lead-rubber bearings( LRBs),has better damping effect than the other,although they both can meet wind requirements. It is also shown that under normal conditions and small earthquakes,WRBs function well and the isolation layer will not yield; under moderate earthquakes,WRBs will yield and be destroyed to stop functioning but without affecting the damping effect of the upper structure.Additionally, the total yield shear force provided by LRBs is proposed to be close to the standard value of wind load.
