论如何审核确定抗震设防要求     

郄晓芸  田爱青  阎正萃 《山西地震》2003,(4):2-5

为使县级以上地震部门做好审核建设工程抗震设防要求工作，介绍了确定抗震设防要求的4个依据、程序、重大重要建设工程的划分依据、活动断裂分类与分级规定等。指出，确定抗震设防要求既是一项法定的行政审批工作，又是一项严谨的科学技术工作。  相似文献   

承台外区土阻力群桩效应及效应系数的有限元分析     

汤斌  俞晓  王月香 《岩土力学》2003,(Z2)

利用三维弹塑性有限元方法,对复合桩基承台外区土阻力群桩效应及其效应系数进行了研究,讨论了土类、桩长、桩距、桩数等对承台外区土阻力群桩效应及其群桩效应系数的影响,结果表明(1)承台外区土阻力随承台宽与桩长之比 (B/L)的增大而增大,但增幅不大;随桩距S增大而增大;受桩数n的影响不大。(2)承台外区群桩效应系数随B/L增大几乎无变化;随S增大而增大;不随n变化而变化。(3)承台外区群桩效应系数与土类有关。  相似文献   

异型柱框架结构抗震设计研究   总被引：1，自引：1，他引：1  

肖建庄  黄珏  李杰  张盛东 《地震工程与工程振动》2003,23(2):85-88

本文在充分考虑钢筋混凝土异型柱框架结构受力特点的基础上，从结构布置、内力组合与调整、轴压比限值和其他构造措施等方面，针对抗震计算和概念设计进行了分析与讨论，得出注重抗震计算分析、加强抗震概念设计等结论，分析过程和有关结论可供工程设计人员参考。  相似文献   

淮安市典型土动力特性的试验研究   总被引：3，自引：2，他引：3  

胡庆兴  刘雪珠  从卫民  陈国兴 《地震工程与工程振动》2003,23(6):144-148

通过对淮安市典型的全新世沉积粉土和粘性土进行室内自振柱试验及粉土的动三轴液化试验，把粉土和粘性土的自振柱试验结果与Seed和Idriss建议的砂土及饱和粘土的剪切模量比G／Gmax-γ曲线和阻尼比λ-γ曲线的变化范围进行对比，结果表明：粉土的剪模量比要比饱和粘土的大，而比砂土的剪模量比要小，其阻尼比接近于砂土的阻尼比；粘性土的剪模量比要比一般饱和粘土的大，而与砂土的剪模量比相近，其阻尼比要比砂土的略低；粉土的抗液化强度与液化振次之间的关系可以用指数函数来表示，其振动孔隙水压力的发展规律可以用反正弦三角函数拟合；粘粒含量是影响淮安市全新世沉积粉土抗液化强度的主要影响因素。  相似文献   

东北输油管道锦县,盖县,海城段地基土抗液化强度研究     

廖旭  高常波 《东北地震研究》1997,13(4):76-80

对东北输油管道锦县，盖县，海城段的粉土细砂，中砂，粉砂进行了振动液化试验，取得了和类土的τｄ－ｌｏｇＮｆ曲线，τｄ／σ′－ｌｏｇＮｆ曲线，为在以上地区进行液化判别提供了重要的基础资料，同时也为研究其它的地区相同土质的振动性能提供借鉴。  相似文献   

土壤表面蒸发阻力模型与田间测定方法   总被引：6，自引：0，他引：6  

杨邦杰 Blac.  PS 《地理学报》1997,52(2):177-183

土壤表面蒸发阻力是计算土壤蒸发率的关键参数。本文讨论土壤表面蒸发阻力的概念，一层，二层理论模型与经验模型，并以在澳大利亚进行的田测定为例，说明田间测定与计算方法，并以计算沟中的蒸发率为例，介绍其应用方法。  相似文献   

麦田蒸腾需水量的计算模式   总被引：7，自引：0，他引：7  

谢贤群  吴凯 《地理学报》1997,(6)

本文依据Ｐｅｎｍａｎ－Ｍｏｎｔｅｉｔｈ方法对小麦田田间蒸腾需水量计算方法进行了探讨，得出了一个改进的小麦蒸腾需水量计算模式，对模式中某些参数作了修订；并用中国科学院禹城综合试验站的观测资料对模式进行了计算，结果表明，采用本模式计算充分湿润麦田的蒸腾需水量效果良好  相似文献   

Effects of early season defoliation ofAnthyllis cytisoides(a Mediterranean browse species) on further herbivore attack     

Concepción L. Alados  Fernando G. Barroso  Antonio Aguirre  Juan Escós 《Journal of Arid Environments》1996,34(4):455-463

To determine if defoliation of a woody plant affects foraging by folivorous insects, we examined the infection rate (number of leaves damaged per total number of leaves sampled on marked stems) ofAnthyllis cytisoidesunder three experimental treatments: 10, 50 and 90% plant defoliation. Observations were made for three age classes, established by trunk base perimeter (equal to or lower than 11 cm, between 11 and 20 cm, larger than 20 cm). Plants respond positively to artificial defoliation by increasing total vegetative length of the stem and total inflorescence length. This response is most evident in young individuals.Response to herbivory was measured as overall infection rate and also as infection rate by different feeding guilds—chewing, mining, or sucking insects. We found that increased defoliation elicited increased resistance of leaves to insect attack. This was particularly evident in young plants. Different insect guilds respond in different ways. Attack by chewing insects declines with defoliation for all plant age classes; only sucking insects which feed on the oldest plants reduce feeding rate with plant defoliation. Finally, mining insects present the opposite trend in young and senescent plants.  相似文献   

Comparative study of activation energies of conductance and desiccation rates of some marine algae     

David G. Rands  Joseph S. Davis 《Aquatic Sciences - Research Across Boundaries》1997,59(3):275-281

Measurements of the activation energy of electrical conductance and desiccation rates on subtidal marine algae from Florida were compared to similar data from the Bay of Fundy, Nova Scotia, on intertidal marine algae frequently subjected to long periods of exposure to air. We have developed a method for calculating the reaction rate constant of desiccation of fully hydrated marine algae. Values of activation energies and desiccation rate constants are consistent with the requirements for survival of these algae under widely different environmental conditions.  相似文献   

Large, moderate, small earthquakes and seismic fortification criterion     

沈建文  石树中 《地震学报(英文版)》2004,17(5):589-595

IntroductionAccordingtoEarthquakeResistanceandDisasterReductionLawforthePeoplesRepublicofChina,twomethodsareadoptedforseismicdesignoftheconstructionprojectsinChina.Forkeyprojectsandtheprojectseasytocauseserioussecondarydisasters,seismicsafetyevaluationsmustbecarriedout.Andbasedontheresults,seismicfortificationstandardsaredeterminedtomakeseismicdesign.Forgeneralindustrialandcivilbuildings,seismicdesignsarecarriedoutaccordingtotheseismicfortificationstandardsstipulatedbyseismiczonationmap(Ch…  相似文献