高层建筑附着升降脚手架风振系数研究     

李国强  岳峰  袁勇  叶可明 《地震工程与工程振动》2004,24(5):62-67

附着升降脚手架是适应高层建筑,特别是超高层建筑施工需要的新型脚手架,近年来,在我国应用较为广泛。风荷载是该类脚手架的主导设计荷载,特别是当爬升至150m高度以上时,风荷载对脚手架的安全使用起着决定性作用。风振系数是脚手架风荷载计算中的重要参数之一。本文通过对脉动风作用下附着升降脚手架与建筑结构共同工作的随机振动分析,得到了附着升降脚手架在爬升阶段和下降阶段的风振系数表达式。对本文大量电算结果与现行国家标准和地方规程的有关规定进行了比较分析后认为,脚手架在爬升阶段和下降阶段的风振系数与所附着建筑结构的风振系数有着不同的数值及变化规律。现行国家标准和地方规程对于爬升高度超过100m时将某一位置处脚手架的风振系数用建筑结构在该点的风振系数来近似代替,或根本不计入风振系数的做法,会使得附着升降脚手架的风荷载计算在爬升阶段以及下降阶段产生不同性质或不同程度的误差。本文建议不论附着升降脚手架的使用高度是否已超过100m均应计算脚手架自身的风振系数。  相似文献   

用广义协调元分析复合式多层无孔和开孔矩形薄板的振动     

李自林  王荣霞  刘兴业 《地震工程与工程振动》2004,24(2):64-68

复合式多层无孔和开孔矩形薄板是桥梁结构和建筑等结构中的最重要的组成部分。当研究它们的振动问题时,用解析法求解自振频率十分困难,而采用通用的有限元法求解自由度数目多,收敛也比较慢。本文利用三角形薄板广义协调元分析了复合式多层四边简支、四边固定无孔和开孔矩形薄板的自由振动,求出了前几阶频率系数,其结果与用ANSYS软件算出的结果基本接近,当为单层无孔和开孔板时,与文献[8]的结果完全相同,且与文献[10]的解析解吻合较好,证明了本文理论推导及程序编制的正确性,表明广义协调元与有限元相比具有自由度少、精度高、程序简便以及收敛快等优点。  相似文献   

缺损桩的导纳谱判别法及应用     

邵广周  孟昭秦  刘国华 《地球科学与环境学报》2006,28(4):73-77

利用振动工程中的模态分析技术,对桩基系统的振动特性进行研究。根据桩基系统的集中质量参数振动模型,对完整桩和各种缺损桩模型的导纳谱进行了大量的正演计算,按照导纳谱特征与桩基的缺损类型及缺损位置之间的对应关系,编制了相应的判读软件DSP1.0系统,实现了桩基完整性以及缺损桩缺损位置和缺损性质的计算机自动判读。  相似文献   

Damage to surface structures due to underground coal mine blasting: apprehension or real cause?     

P. K. Singh  M. P. Roy 《Environmental Geology》2008,53(6):1201-1211

Investigations were carried out at three underground coal mines in India to study the response of surface structures to underground blasting and the likelihood of damage to the structures. The structures in the vicinity of the underground blasting area were single and multistoried residential houses. The amplitudes of vibration due to underground blasting were monitored simultaneously on the ground surface near the foundation of the structures and on various floors of the structures. The vibrations were also monitored near the important surface installations. It was observed that the magnitude of vibration in structures decreased with the increase in the height of the structures. The frequency of blast vibration from underground blasting was higher than the natural frequency of the structures. Little energy was transmitted into the structures, which caused reduction in the vibration level in the structures. The reduction in the vibration levels was up to 45% in the houses. It indicates that the dominant frequency of blast vibration plays an important role in persistence of vibration and its amplification or reduction characteristics in the structures. This paper deals with the effect of the vibrations on structures/houses standing above the blasting faces in underground workings and their potential to likely damage to the structures at different Indian geo-mining conditions.  相似文献   

基于GNSS-RTK的在建超高层风载动态变形监测     

熊春宝  何浩博  牛彦波  叶作安 《测绘工程》2017,26(5)

首先以海星达H32全能型GNSS-RTK接收机为试验仪器,进行不同星系组合的RTK定位精度试验研究。然后以在建的天津高银117大厦为监测对象,采用GPS+GLONASS+BDS三星系组合对其进行现场强风作用下的RTK动态变形监测。利用巴特沃斯滤波对实测数据进行去噪处理,得到各测点的位移曲线。分析结果表明:GPS单星系定位的平面坐标精度相对较差,双星系组合定位的平面坐标精度与三星系组合定位的平面坐标精度基本相当,但GPS+GLONASS+BDS三星系组合定位的稳定性和可靠性最强;由于施工阶段大厦结构的刚度和整体性与竣工后存在差异,故在强风作用下其按一定施工步距滞后的低矮外框的振动位移幅度大于其高耸内筒结构的振动位移幅度;大厦外框和内筒均存在横风向振动位移,且横风向振动位移与顺风向振动位移的大小相近;监测环境对监测结果有着一定的影响,66层各点的监测值误差要大于95层各点的监测值误差。  相似文献   

“雪龙”号科考船在冰区航行的船体振动测量研究   总被引：1，自引：0，他引：1       下载免费PDF全文

季顺迎雷瑞波  李春花蔡柯 《极地研究》2017,29(4):427-435

船舶在冰区航行时,船体会受到多种类型激振力的作用而产生不同程度的结构振动。船体振动会对船体结构安全以及船上人员的正常工作产生不利影响。船体结构振动的现场测量可较为准确地分析船体振动的基本特性,确定船体振动与外界荷载因素的对应关系。在2015—2016年中国第32次南极科学考察过程中,对"雪龙"号极地科学考察船的冰激振动开展了现场测量。本研究对比了船体在无冰区和冰区航行过程中的船体振动变化,分析了船体在不同航速、冰厚以及不同破冰航行方式下的振动规律。测量结果表明:船体冰激振动随着航速和冰厚的增加而显著增大;在船体采用冲撞式破冰时横向振动最为明显,而在连续式破冰时,垂向振动最为明显。以上研究可为冰区航行中船体振动的现场监测技术提供有益参考,并有助于分析海冰对船体振动规律的影响。  相似文献   

被动震源进行地震勘探的可行性研究     

唐德林马文琪  胡宗正王艳伶 《中国煤炭地质》2008,20(2):46-48

为研究冲击钻机、打桩机、打夯机以及筑路机等设备工作时产生的震源,对开展工程地震勘探时的利用价值,在东庞矿2093工作面治水钻孔冲击钻进过程中进行了该项实验工作。试验采用WF-1006遥测数字地震仪及CGS-40型加速度检波器,接收排列之间方位角间隔20。,接收道数24道,道距5m,采样率1ms,记录长度2s。最近检波器距钻孔7m。利用SCHRAMM钻机产生的强大振动为被动震源,进行了250m、257m、183m、263m等不同钻井深度,以及与此相对应不同方位角（250°、250°、230°275°）的地震波接收试验。通过分析其地震记录,判定引发东庞矿矿井突水的陷落柱中心位于治水钻孔西南方向。该结论与三维地震勘探确定的陷落柱位置一致,可见通过选择合理的接收方式及参数,被动震源也能够用于地震勘探。  相似文献   

爆破震动对某边坡稳定性影响的数值模拟   总被引：2，自引：0，他引：2  

赵宝云  刘保县  万贻平 《工程地质学报》2008,16(1):59-62

爆破震动是影响边坡稳定性的一个重要因素之一。结合实际工程文章利用了拉格朗日有限差分法FLAC程序对爆破震动作用下某边坡进行了数值模拟。讨论了利用FLAC进行边坡动力分析时设置边界条件设置、动力时程的合成、输入以及转化,阻尼的合理选取。从位移场和速度场进行了详细的动力分析。获得该边坡爆破震动特征及位移场、振动速度场的变化规律。研究成果对保证边坡安全具有较好的指导作用。  相似文献   

Development of Prebored Screw Pile Method and Evaluation of Its Bearing Characteristics     

Chung-Won Lee  Sung-Yong Park 《Marine Georesources & Geotechnology》2016,34(1):42-56

The pile-driving method produces considerable noise and vibrations. Hence, an auger-drilled pile method was developed as a low-noise and -vibration substitute. However, this method does not guarantee the bearing capacity of the pile unless some amount of pile-driving is performed. Therefore, the noise and vibration problems cannot be completely solved. In this study, a prebored screw pile method is proposed to solve these problems. In this method, piles are constructed by the rotary penetration of a screw pile into a prebored hole filled with some cement milk and whose diameter is smaller than that of the screw pile. To determine the shape of the screw pile, laboratory tests with model screw piles were conducted. Also, field load tests were conducted on an actual screw pile fabricated based on the laboratory test result and on a smooth-surfaced pile. In addition, the behavior of the screw pile was estimated by using three-dimensional finite element analysis. The results of the field load test and the numerical simulation showed that the ultimate bearing capacity and the unit skin friction of the screw pile are very superior to those of the smooth-surfaced pile and the cement milk is an important factor in the prebored screw pile method.  相似文献   

Experimental investigation of the effects of the coverage of helical strakes on the vortex-induced vibration response of a flexible riser     

《Applied Ocean Research》2016

The effects of different helical strake coverage on the vortex-induced vibration (VIV) of a model flexible riser were studied experimentally, with the aim of further improving the understanding of VIV responses. Uniform and linearly sheared currents were simulated to study response parameters such as non-dimensional displacement, fatigue damage, suppression efficiency, and the comprehensive evaluation is further studied. Test results of the bare model for a uniform current showed that the behavior of both the standing wave and traveling wave dominated VIV displacement. However, for a linearly sheared current, traveling wave behavior dominated VIV displacement in the high-velocity range. The results of the straked model tests indicated that the response was strongly dependent upon the amount of coverage of helical strakes. The flexible riser with 75% strake coverage gave the best comprehensive evaluation in a uniform current, and 50% strake coverage gave the best comprehensive evaluation in a linearly sheared current.  相似文献