现代抗震设计理论的发展过程   总被引：18，自引：0，他引：18  

谢礼立  马玉宏 《国际地震动态》2003,(10):1-8

介绍了现代抗震设计理论的发展过程，基于性态的抗震设计理论的提出背景、发展情况及研究内容；详细介绍了基于性态的抗震设计理论的抗震设防方法；指出了基于性态的抗震设计理论与传统抗震设计理论的主要区别及特点。  相似文献   

最不利设计地震动研究   总被引：39，自引：1，他引：39       下载免费PDF全文

谢礼立  翟长海 《地震学报》2003,25(3):250-261

实际记录到的真实地震动在工程结构的抗震研究、分析和设计中往往作为一种施加到结构上使结构振动，直至破坏的地震荷载．如何合理选择真实的地震动记录作为研究结构地震反应的输入，一直是国内外抗震研究和设计中引人关注的重要问题．本文首先提出了最不利设计地震动的概念；然后在收集到的国内外5000余条被认为有重要意义的地震动记录基础上，利用综合估计地震动潜在破坏势的方法，对４种场地类型分别给出了长周期、短周期和中周期结构的国内外最不利设计地震动；最后通过几类不同结构的地震反应分析，初步验证了本文所确定的最不利设计地震动的可靠性和合理性．   相似文献   

MODELING STUDY ON SEDIMENTATION CONFIGURATION IN FRONT OF THE DAM AND IN THE PRESSURE CONDUIT OF BOTTOM OUTLETS BY FLUME EXPERIMENT     

XU Guobin Senior Research Engineer  Tianjin Institute of Hydroelectric Investigation  Design  Research  Ministry of Water Resources. Dongting Road  Hexi District  Tianjin  P R. China. BAI Shilu Senior Research Engineer  Tianjin Institute o 《国际泥沙研究》1997,(3)

I.INTRODUCTIONReseri,oirsonoverloadedriverswillreachthestateofrelativeequilibriumwithcontinuousdevelopmentofsedimentation.Insuchcase,thereisdePOsitinfrontofthedam.Thereforethesiltpressureonthedambodyisconsiderablylarge.Sedimentationelevationinfrontofthedamisoneofthefactorsofcalculatingthesiltpressure.Inaddition,tokeeplong-termworkingstorageinreservoif,itisnecessarytoinstallbottomoutlets.Asthereisapressureconduitinfrontoftheoperatinggateofthebottomoutlet,thesedimelltenteredtheconduitwill…  相似文献   

砂岩型铀矿地浸过程中的溶质迁移机理   总被引：1，自引：2，他引：1  

史维浚高柏  王国华 《华东地质学院学报》2004,27(1):24-32

讨论了“溶质迁移、溶质迁移面和特征性溶质迁移面”的概念，以及研究溶质迁移的方法和实例。在对381砂岩型铀矿床进行地浸模拟试验的基础上，应用以上概念和方法，对地浸过程中的溶质迁移过程进行了讨论，探讨了地浸过程的机理和发生的水文地球化学作用，总结了溶浸试验过程中的溶质迁移分带。在以上溶质迁移机理研究的基础上．论证了地浸地质工艺参数。地浸过程中分带的研究清楚地显示了浸铀的发展过程及其在各个时期各个地段铀浸出作用的进展程度。  相似文献   

中国东北部地区埃达克岩及其成矿意义   总被引：15，自引：15，他引：15  

张炯飞李之彤  金成洙 《岩石学报》2004,20(2):361-368

中国东北部地区埃达克岩分布较广，以吉林居多，内蒙古东部和黑龙江较少。本区埃达克岩分别形成于古亚洲洋、蒙古一鄂霍茨克洋和环太平洋三个构造带，时代为早古生代中期一中生代。区内以埃达克岩为成矿主岩的热液矿床矿种主要为Au和Cu，其次为Mo；成因类型主要为斑岩型、岩浆热液型和浅成低温热液型；成矿时代主要为早古生代中期、晚古生代晚期及中生代中晚期。依据本地区埃达克岩和与其相关的热液矿床特征及产出的构造部位，将本区以埃达克岩为含矿岩的热液矿床划分为大兴安岭北部、蒙吉黑和吉黑东部3个成矿区。  相似文献   

Application of Line Boundary Technique to 2D Tidal Current Simulation   总被引：1，自引：0，他引：1  

SONG Zhiyao XUE Hongchao YAN Yixin Doctor  Senior Engineer  College of Harbor Waterway  Coastal Engineering  Hohai University 《中国海洋工程》1999,(4)

To deal with the problems concerning the shore boundary,moving boundary and engineeringboundary which are encountered frequently in 2D tidal current simulation by the finite difference method,theconcept of line boundary is introduced and studied here,and then the line boundary technique in common useis proposed in this paper.Analysis of some calculation cases shows that this technique is practical,effective,and simple in 2D tidal current simulation involving different boundaries.  相似文献   

Model Test Study on Ice-Induced Vibrations of Compliant Multi-Cone Structures     

黄焱  史庆增  宋安 《中国海洋工程》2009,23(2):317-328

For the study on the ice-induced vibration of a compliant mono-cone structure,a series of model tests were performed from 2004 to 2006.In these tests,the ice sheet before the compliant conical structure was found to be failed in two-time breaking.Based on this important finding,model tests study of the ice force on a compliant multi-cone structure were performed from 2006 to 2007.in these tests,the ice sheet broke before each single cone non-simultaneously.The exciting energy of the total ice force was found to be in a wide range of frequencies,and the structure can be easily excited with nonlinear resonance.  相似文献   

Effect of Fly Ash on Frost-Resistance and Chloride Ions Diffusion Properties of Marine Concrete     

杨文武  钱觉时  章一颖 《中国海洋工程》2009,23(2):367-377

It is necessary to pay more attention to the durability of concrete undergoing freeze-thaw cycles and seawater attack simultaneously.Investigated are the effects of water-binder ratio,fly ash (FA) contents and air-entraining agent on resistance to frost and chloride diffusion of marine concrete blended with FA in natural seawater.The results show that fly ash does not improve the frost resistance of concrete but can improve its resistance to chloride diffusion by addition of less than 30%.The resistance to frost and chloride diffusion of FA concrete can be improved with the decrease of water-binder ratio,and FA may improve both of them simultaneously only being mixed with air-entraining agent.A ratio (named as R) of the frost-resisting durability factor to chloride diffusion coefficient can be used to evaluate the durability of marine concrete.Scanning electron microscope (SEM) analyses are consistent with the evaluations by the value of R.  相似文献   

Study on Flow Field Around Vertical Breakwater Under Different Overtopping Conditions Based on Numerical Simulation     

蒋学炼  吴米玲  李炎保 《中国海洋工程》2010,(4)

A numerical wave flume is constructed based on the Reynolds Averaged Navier-Stokes (RANS) equations with turbulence closure by a modified k-ε model to study the viscous interactions of waves with vertical breakwaters for different overtopping cases. The governing equations,the turbulence model,boundary conditions,and solution method for the numerical wave flume are introduced briefly. The reliability of the numerical wave flume is examined by comparing the numerical results with the experimental measurement...  相似文献   

SETTLING PROPERTIES OF COHESIVE AND NON-COHESIVE PARTICULATE MIXTURES IN WATER     

Xia Zhenhuan. Professor  Dept. Hydraulic Engineering. Tsinshua University.  Song Genpei. Lecturer. kept. Hydraulic Engineering. Tsinghua University.  Chen Yiping. Assistant. Dept. Hydraulic Engineerins  Tsomghua University  Wang Gang. Engineer. Research institute of Naval Engineering. PLA 《国际泥沙研究》1990,(1)

1. INTRODUCTIONAs a wide range of size distirbution including usually a certain POrtion of cohesive material is thecommon feature of the sediment constituting hyperconcentrated flows. it is desirable to study the settling properties of mixtures of cohesive and non--cohesjve sediment particles at high concentrations.Past studies on the settling of discrete particles in a suspension of fine cohesjve sediment is scarcein the literature. The Sediment Research Laboratory of Tsinghua Universi…  相似文献