Experimental assessment of dynamic lateral resistance of railway concrete sleeper     

《Soil Dynamics and Earthquake Engineering》2016

The single tie (sleeper) push test (STPT) is a common method to evaluate the lateral resistance of a railway track sleeper. This methodology evaluates the lateral resistance phenomenon in a static manner despite the fact that the majority of the exerted loads on a railway track have a dynamic nature. For this reason, a mass–spring–damper numerical model was created to investigate the dynamic lateral interaction between an isolated sleeper and ballast layer in the presence of various lateral impact loads. On the basis of the model outputs, a pendulum loading test device (PLTD) was designed and developed in the laboratory. In this regard, a cylindrical hammer with modifiable mass and triggering angle was installed on a steel frame for imposing lateral impact load on an instrumented concrete sleeper. The graphs of the sleeper–ballast interaction force versus the sleeper lateral displacement were extracted for different masses and triggering angles of the hammer. Considering a same condition for sleeper, the maximum value of this interaction force was called the dynamic lateral resistance (DLR) and static lateral resistance (SLR) respect to the dynamic and static states of lateral loading. Comparing the values of the sleeper DLRs and SLR indicated that unlike the constant SLR of 6.5 kN, the DLR was in the range 2–10.2 kN in the impact load domain of 3–40 kN. However, as a key finding, the average slopes of the DLR and SLR graphs were equivalent in the dynamic and static tests.  相似文献   

低造价农居隔震限位装置设计     

孙静  余聪杰 《内陆地震》2013,(4):336-340

以摩擦滑移隔震理论为基础,针对农村民居抗震能力普遍不足的现状,提出一种简单经济、方便实用的隔震限位装置。介绍了其设计原理与做法,给出了具体算例。该隔震限位装置造价低廉,施工简易,适宜在广大农村房屋中推广使用。  相似文献   

SET1X全站仪在隧道贯通测量中的应用     

陈三生 《地理空间信息》2011,9(3):165-167

结合SET 1X全站仪在雅泸高速公路菩萨岗隧道贯通测量中的实际应用,阐述隧道贯通测量所采用的方法及各项技术措施,从而确保隧道精确贯通.  相似文献   

大跨径钢管混凝土拱桥减震控制装置参数的研究   总被引：1，自引：0，他引：1  

周锐  王浩  宗周红  陈政清 《地震学刊》2011,(5):535-541

大跨度桥梁结构的减震控制研究对于桥梁结构的抗震安全具有重要意义。本文以主跨368m的茅草街大桥为研究对象,基于ANSYS建立了该桥的三维有限元模型,并采用子空间迭代法分析了该桥的动力特性。在此基础上进行了大跨度钢管混凝土拱桥的地震响应及减震控制研究,重点进行了弹性连接装置和粘滞阻尼器减震效果的参数敏感性分析,并对比分析了不同位置布设减震装置时的效果。结果表明,纵飘振型对该桥肋纵向相对位移的贡献最大;弹性连接装置和阻尼器均能有效减小地震作用下该桥的肋梁纵向相对位移;综合考虑各关键部位的地震响应时,同时采用两类减震装置并将其分散布置时的减震效果最佳。结论可供大跨度中承式钢管混凝土系杆拱桥的抗震设计参考。  相似文献   

Numerical simulation of the seismic behavior of self-centering steel beam-column connections with bottom flange friction devices     

Tong Guo  Lianglong Song  Guodong Zhang 《地震工程与工程振动(英文版)》2011,10(2):229-238

A new type of steel moment resisting frame with bottom ? ange friction devices (BFFDs) has been developed to provide self-centering capacity and energy dissipation, and to reduce permanent deformations under earthquakes. This paper presents a numerical simulation of self-centering beam-column connections with BFFDs, in which the gap opening /closing at the beam-column interfaces is simulated by using pairs of zero-length elements with compression-only material properties, and the energy dissipation due to f...  相似文献   

同心补偿式直升机时间域航空电磁法吊舱校准装置研究   总被引：3，自引：2，他引：1       下载免费PDF全文

王世隆  王言章  随阳轶  王琦  林君 《地球物理学报》2011,54(9):2397-2406

直升机间域航空电磁法(Helicopter-borne time-domain electromagnetic method,HTEM)的多次空中仪器校准可消除飞行过程中仪器系统受外界环境的时变影响.吊舱校准装置可解决地面环线方式无法实现的空中飞行过程中仪器校准问题.本文从研究同心补偿吊舱装置模型出发,提出了吊舱装置空...  相似文献   

碳酸盐中碳、氧同位素快速制样装置研制     

李振涛  刘汉彬  金贵善  李军杰  钟芳文 《国外铀金地质》2011,(2):112-114

介绍一种碳酸盐中碳、氧同位素快速制样装置。实验证明,该装置具有真空度好、使用方便、无污染、制样效率高、成本低的优点,所生成的二氧化碳具有高纯、分析结果准确、可靠等特点,完全能满足碳酸盐中碳、氧同位素分析的制样要求。  相似文献   

硫化物及硫酸盐中硫同位素制样装置及其反应器研制     

李振涛  刘汉彬  金贵善  李军杰  钟芳文 《国外铀金地质》2011,(1):52-54

研制了一种新型硫化物及硫酸盐中硫同位素制样装置及其反应器。实验证明,采用该装置及其反应器制样具有真空度好、使用方便、无污染、制样效率高和成本低等优点。所生成的二氧化硫具有纯度高,分析结果准确、可靠等特点,完全能满足硫化物和硫酸盐中硫同位素分析测试的制样要求。  相似文献   

An installation system of deepwater risers by an S-lay vessel     

段梦兰  王懿  何宁  李丽娜  陈邦敏 《中国海洋工程》2011,25(1):139-148

Along with the consumption increase of the petroleum products,more countries have transferred their attentions to the offshore fields,especially the deepwater oil and gas reserves.For deepwater exploitation,the risers must be installed to act as the conduits connecting surface platforms to subsea facilities.In this paper,the typical risers sorted by different classes are introduced,and the correspondent installation methods are presented.By investigating the recent projects performed in the deepwater hot spots,and combining the challenges of HYSY201 for riser installation,a lifting device developed for assisting riser installation is proposed and detailed to satisfy the installation of deepwater risers in the LW3-1 Gas Field of in the South China Sea.Tests on both the functions and performances of such a new system exhibit the satisfaction of meeting all challenging requirements of HYSY201 for application to riser installation in waters up to a depth of in the South China Sea.  相似文献   

A laboratory study of the self sealing behaviour of a compacted sand–bentonite mixture     

《Geomechanics and Geoengineering》2013,8(1):73-85

Bricks made of compacted sand–bentonite mixture are considered as a possible engineered barrier to isolate high-level radioactive waste at great depth. This work is aimed at investigating some specific effects related to the presence of discontinuities at the contact between the bricks and the excavation wall. In order to do this, an experimental device was developed in the laboratory. The model is made up of a specially designed infiltration cylinder which allows the precise definition of a planar discontinuity between the compacted specimen (a sand–bentonite mixture made up of sand and Kunigel clay from Japan) and a metal wall. During hydration and subsequent specimen swelling, the planar wall is filled, resulting in a healing process. Three total pressure gauges placed along the wall allow a detailed observation of the increase in total stress against the wall. After different periods of swelling, the maximum resistance of the specimen–wall interface to pressure was tested by imposing a pressure increase through a porous stone placed at one end of the cylinder. It was found that the maximum pressure supported by the interface is a function of the initial thickness of the discontinuity and the initial density of the specimen. It was also found that the maximum sustainable pressure depends linearly on the elapsed time. These results are of interest for optimizing water infiltration procedures in either mock-up tests or real disposal systems. If the maximum sustainable pressure at the interface is known, it is possible either to ensure homogeneous hydration of a mass of bricks by respecting the maximum injection pressure limit or to accelerate hydration by forcing water paths along the discontinuities.  相似文献