Modeling of Beams on Reinforced Granular Beds     

Priti Maheshwari  P. K. Basudhar  S. Chandra 《Geotechnical and Geological Engineering》2006,24(2):313-324

The paper describes a mechanical model for estimating the flexural response of a strip footing, supporting a column (imposing a concentrated load), resting on a compacted granular bed overlying a reinforcement layer for example, geogrids, geomats etc. below which lies a loose soil deposit. The footing is idealized as a beam and the reinforcing element is assumed to have finite bending stiffness and negligible frictional resistance. The upper and lower soil layers are idealized by a series of linear and discrete springs (Winkler springs) of different stiffness values. To find the response of such a model the governing differential equations have been derived and expressed in a nondimensional form. A closed form analytical solution of the same has been obtained subjected to appropriate boundary conditions. Using the present approach the resulting solution for a degenerated case of a long beam is found to be identical to the same of Hetenyi (1946, Beams on elastic foundations, University of Michigan press, Ann Arbor, MI). Parametric studies reveal that the ratio of flexural rigidity of upper and lower beam and the ratio of stiffness of the upper and lower soil layers affect significantly the response of the foundation.  相似文献   

三种高程传递方法的精度分析     

王岩  岳建平  马保卫  陈铁鑫 《北京测绘》2005,(1):20-24

通过试验对悬挂钢尺、GPS测高和全站仪垂直测高三种高程传递方法进行了理论分析与精度比较,并讨论了各种方法在实际应用中的优点与局限性。  相似文献   

大型钢结构变形测试方法的研究与实践     

潘国荣 《测绘信息与工程》2005,30(3):45-47

介绍了精密全站仪进行结构测试的原理和方法,通过对某大型游泳跳水馆钢结构网架在张拉和加载试验中的变形测量实践,证明其具有作业简便、能够全面反映结构变形情况之优点,且精度较高,成果可靠。  相似文献   

浅析混凝土质量通病防治的措施     

钱新泽 《中国煤田地质》2005,17(3):56-58

在混凝土工程施工时，经常会发现诸如蜂窝、麻面、孔洞、露筋、缝隙、夹层、缺棱掉角、表面不平整。混凝土强度不够，均质性差等质量通病。在分析产生混凝土施工质量问题原因的基础上，有针对性地提出了各种防治措施。  相似文献   

基于工作流技术的动态GIS服务链研究   总被引：12，自引：0，他引：12  

贾文珏  李斌  龚健雅 《武汉大学学报(信息科学版)》2005,30(11):982-985

提出了一种基于工作流技术的动态GIS服务链的实现方法,该方法使用抽象GIS服务组合服务链,由GIS服务动态选择机制将抽象服务映射到具体服务,并结合工作流技术,将工作流描述语言描述的GIS服务链流程送入工作流引擎,由工作流引擎管理和监控服务链的运行。  相似文献   

Proportioning earthquake‐resistant RC frames in central/eastern U.S.     

JoAnn Browning 《地震工程与结构动力学》2002,31(6):1267-1280

A maximum allowable period criterion is used to determine reasonable stiffness requirements for reinforced concrete frames with the seismicity associated with central and eastern U.S. A general relationship is developed to describe the displacement demand expected for central and eastern U.S. based on a survey of available ground motions, opinions of seismologists, and code‐based provisions. A series of hypothetical reinforced concrete frames is proportioned using a maximum allowable period criterion and evaluated for expected maximum displacement response using non‐linear dynamic analyses and a suite of ground motions. Results indicate that for the reinforced concrete structural systems considered in the study, proportioning for gravity loads will provide sufficient stiffness in central and eastern U.S. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

Towards a direct collapse–load method of design for concrete frames subjected to severe ground motions     

M. C. Griffith  A. Kawano  R. F. Warner 《地震工程与结构动力学》2002,31(10):1879-1888

Most current methods of design for concrete structures under earthquake loads rely on highly idealized ‘equivalent’ static representations of the seismic loads and linear‐elastic methods of structural analysis. With the continuing development of non‐linear methods of dynamic analysis for the overload behaviour and collapse of complete concrete structures, a more direct and more accurate design procedure becomes possible which considers conditions at system collapse. This paper describes an evaluation procedure that uses non‐linear dynamic collapse–load analysis together with global safety coefficients. A back‐calibration procedure for evaluating the global safety coefficients is also described. The aim of this paper is to open up discussion of alternative methods of design with improved accuracy which are necessary to move towards a direct collapse–load method of design. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

高层钢框架-支撑结构二阶非线性随机地震响应分析   总被引：1，自引：0，他引：1  

陈兰  汤海波  梁启智 《地震工程与工程振动》2002,22(3):170-174

针对常用的高层钢框架－支撑结构，考虑材料非线性和几何非线性，建立了框架部分、支撑部分的二阶动力分析模型。用等效线性方法对结构进行非线性随机地震响应分析，结合工程算例，论述不同场地土、不同层数、不同支撑情况下，二阶效应对结构地震响应统计量的影响。  相似文献   

薄钢板剪力墙抗震性能试验研究   总被引：15，自引：6，他引：15  

苏幼坡  刘英利  王绍杰 《地震工程与工程振动》2002,22(4):81-84

通过4个薄钢板剪力墙和1个钢筋混凝土框架的试验，研究了薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明，利用薄钢板剪力墙在低周往复荷载作用下的刚度、承载力、延性和耗能性能。试验表明，利用薄钢板剪力墙作为抗侧力构件是可行的。在钢筋混凝土框架中设置薄钢板可有效地增加刚度，承载力和耗能性能。  相似文献   

ISO-834标准火灾作用后钢管混凝土的轴压刚度和抗弯刚度   总被引：4，自引：1，他引：4  

霍静思  韩林海 《地震工程与工程振动》2002,22(5):143-151

火灾后钢管混凝土的轴压刚度和抗弯刚度是钢管混凝土结构变形性能和抗震分析的重要指标，也是火灾后钢管混凝土修复和加固的重要依据之一，本文利用数值方法计算了标准火灾作用后钢管混凝土轴压构件和纯弯构件荷载-变形关系曲线，分析了受火时间、材料强度、含钢率、截面尺寸等因素的影响规律，最后推导了标准火灾作用后钢管混凝土轴压刚度和抗弯刚度的简化计算公式，所得结果可供有关钢管混凝土结构工程设计时参考。  相似文献