基于ETABS的钢筋混凝土框架与楼梯共同工作性能分析   总被引：4，自引：0，他引：4  

代红军  祁皑 《地震工程与工程振动》2009,29(6)

本文利用大型结构分析软件ETABS设计了4种包含和不包含楼梯的钢筋混凝土框架计算模型,分别采用底部剪力法、反应谱法和时程分析法对各模型进行了弹性阶段地震反应特性对比计算分析.结果显示:楼梯参与结构整体计算后,结构出现抗侧刚度明显增加、结构扭转振动显著、梯间框架柱剪力突变等现象;建议结构设计时采用包含楼梯的层间结构计算模型(M-4),使用振型分解反应谱法进行结构抗震分析计算.  相似文献   

柔度法纤维模型在方钢管混凝土柱滞回仿真中的应用   总被引：2，自引：0，他引：2  

孟春光  吕西林 《地震工程与工程振动》2009,29(4)

本文编制了基于二阶柔度法纤维模型梁柱单元的矩形钢管混凝土框架结构非线性分析程序,采用虚拟阶步法和改进的滞回路径追踪方法消除了其中截面切线刚度矩阵奇异时无法求逆的隐患,提高了算法的稳定性.运用此程序对矩形钢管混凝土柱进行滞回仿真,并与试验结果对比,结果表明:柔度法纤维模型梁柱单元可以有效解决框架结构的几何非线性问题和压弯耦合的材料非线性问题,使用较少的单元数量就可以得到较准确的计算结果;本文所采用的改进措施切实有效,保证了程序的稳定性.  相似文献   

大型工业CT在机车关键部件无损检测中的应用     

肖永顺  胡海峰  陈志强  张丽  杨光  雍涛 《CT理论与应用研究》2009,18(3)

摇枕、侧架作为列车转向架的重要组成部分,对列车行驶安全起到至关重要的作用,各生产厂家亟须具有高穿透力的检测设备对其进行大批量的检测.本文介绍了应用于铁路机车关键部件无损检测的大型工业CT系统,论述了系统设计和扫描工作流程,并通过实例展示大型工业CT在摇枕、侧架等无损检测的应用情况.实际应用说明大型工业CT系统可对摇枕、侧架等关键部件的内部结构及内部的气孔、砂眼、夹杂物、缩孔、疏松、冷隔、裂纹等铸造缺陷进行快速有效检测,能够很好地满足该行业的需求.  相似文献   

Shear effects on hollow section piers under seismic actions: experimental and numerical analysis   总被引：1，自引：0，他引：1  

Raimundo Delgado  Pedro Delgado  Nelson Vila Pouca  António Arêde  Patrício Rocha  Aníbal Costa 《Bulletin of Earthquake Engineering》2009,7(2):377-389

Shear effects are often a very important issue on the seismic behaviour of piers, particularly for hollow section bridge piers. In fact, for this type of piers the cyclic response is similar to that of a structural wall in which both the transverse reinforcement ratio and the detailing can play an important role on its performance, even likely to be determinant in terms of the failure mechanism. On the other hand, codes and design guidelines are usually very conservative concerning shear capacity in order to avoid any shear failure mechanism likely to trigger well known catastrophic consequences. Therefore, research studies on this topic are still needed for a better understanding of pier cyclic shear response and also for improvement of the performance under seismic actions. Pursuing this general objective, this paper partially reports on an experimental/numerical campaign carried out on 1:4 reduced scale bridge piers in order to highlight and investigate shear-type problems. Within the scope of this paper, two specimens types were selected having equal rectangular hollow section (900 × 450 mm², 75 mm thick) but different transverse reinforcement detailing, namely one with a single stirrup per wall (representative of typical bridge construction without seismic design requirements) and another with multiple stirrups, according to Eurocode 8 provisions. Numerical simulations of the experimental results were also conducted aiming at contributing for complete and consistent interpretations of experimental results. Detailed modelling was performed allowing for realistic simulations of the non linear behaviour, particularly suitable when a significant shear component is involved. Therefore, the numerical strategy was based on a detailed 3D FEM discretization using a two-scalar variable damage model for the concrete constitutive law and a suitable cyclic behaviour law for steel bars represented by truss elements. Results have shown that shear deformation and failure modes are well simulated, while providing detailed insight concerning concrete damage pattern and distribution of yielding on the transverse and longitudinal reinforcement.  相似文献   

搭建蔬菜大棚对固原地电台视电阻率观测影响的分析     

卫定军  李春贵 《地震地磁观测与研究》2009,30(2):77-82

通过观测,理论计算和实验研究,探讨了固原地电台测区内搭建蔬菜大棚后北东及东西测道视电阻率测值快速上升的原因,定量解释了搭建蔬菜大棚对固原地电观测的影响,并研究和总结了这种影响的机制。从而认为,2008年3月下旬固原视电阻率出现的高值变化不属于地震异常,并为今后判断引起地电测值变化的原因提供了依据。  相似文献   

钢纤维高强混凝土框架边节点梁的曲率延性     

高丹盈  赵柯岩  王亮 《世界地震工程》2009,25(4)

进行了9个钢纤维高强混凝土框架边节点的抗震试验.通过测试钢纤维高强混凝土框架边节点梁端的荷载-变形滞回曲线和梁相关截面的横向变形,研究了钢纤维体积率、掺加范围和轴压比等因素对高强混凝土框架边节点梁截面曲率延性和滞回曲线的影响.结果表明,钢纤维能改善高强混凝土框架边节点梁截面延性,显著提高高强混凝土框架节点的抗震延性和耗能能力,对解决节点箍筋密集、改善施工条件具有明显效果.  相似文献   

阿拉尔绿洲灌区棉田土壤水分扩散率的测定   总被引：1，自引：0，他引：1  

胡顺军  李修仓  田长彦  宋郁东 《干旱区地理》2009,32(6)

土壤水分扩散率是研究土壤水盐运动的重要参数之一。在室内用非稳定流水平土柱法对塔里木河流域阿拉尔绿洲灌区棉田土壤水分扩散率进行了测定。建立了Boltzmann变换参数、土壤水分扩散率与土壤含水率之间的定量关系。结果表明:土壤水分扩散率与土壤含水率呈单调递增关系。当土壤含水率趋近饱和含水率时,土壤水分扩散率趋近于无穷大。因此,用指数函数或幂函数不能很好地刻画土壤水分扩散系数与土壤的体积含水量之间的定量关系。本文建立的土壤水分扩散率与土壤含水率之间的函数关系较好地反映了土壤水分扩散系数与土壤的体积含水量之间的客观规律。  相似文献   

精细化监测资料在山西暴雨预报模型改进中的应用   总被引：2，自引：0，他引：2  

苗爱梅  郝振荣  贾利冬  李苗  逯张禹  韩龙 《气象》2012,38(7):786-794

利用近3年5—9月山西63个GPS/MET临测站反演的逐时气柱水汽总量空间分布图与对应的459天气象观测资料、12个暴雨日的暴雨落区以及对应的流型配置图,对比分析发现:(1)当气柱水汽总量空间分布的水平梯度在25～40 mm/l经(纬)度时,未来12～36小时,在水平梯度的大值区及其南北(东西)0.5～1.0个经(纬)度的范围内,暴雨及其以上天气出现的概率达100%,当气柱水汽总量空间分布的水平梯度≥40 mm/l经(纬)度时,在水平梯度的大值区及其南北(东西)0.5个经(纬)度的范围内出现大暴雨的慨率为63.6%;(2)暴雨落区在气柱水汽总量空间分布图中水汽含量水平梯度大值区及其以北(西)还是以南(东)0.5～1.0)个经(纬)度的范围出现,不同的流型配置会出现不同的结果。应用逐时GPS/MET资料和逐时自动气象站极大风速风场资料,依据暴雨出现在气柱水汽总量空间分布图中水汽含量水平梯度大值区的不同位置,建立不同流型配置下的多种暴雨概念模型;采用轮廓识别技术在C/S架构下,对12～36小时暴雨落区预报模型进行改进并实现了自动化运行,2011年进行准业务使用证明效果良好。  相似文献   

利用不同资料研究我国大陆上空柱水汽含量   总被引：2，自引：1，他引：1       下载免费PDF全文

彭艳秋  王卫国  刘煜  李维亮 《应用气象学报》2012,23(1):59-68

利用1971—2001年探空资料以及ERA-40和NCEP/NCAR再分析资料分别得到地面到300 hPa我国大陆上空大气柱水汽含量,对3种不同资料所得的柱水汽含量的空间分布特征以及线性趋势进行对比分析。结果表明:3种资料得到的柱水汽含量年平均和季节平均的空间分布特征一致;3种资料年平均的线性变化趋势在东北地区、内蒙古东部地区,西南地区北部、华南沿海和新疆北部地区均呈增加趋势;在华北和华东的部分地区,ERA-40和NCEP/NCAR再分析资料为降低趋势,而探空资料得到的柱水汽含量变化相对较小,但未通过信度检验;探空资料得到的柱水汽含量的相对变化显示我国东北地区、内蒙古东部地区、新疆地区的增加更显著。  相似文献   

Optimum design and application of non‐traditional tuned mass damper toward seismic response control with experimental test verification          下载免费PDF全文

Ping Xiang  Akira Nishitani 《地震工程与结构动力学》2015,44(13):2199-2220

A variant type of tuned mass damper (TMD) termed as ‘non‐traditional TMD (NTTMD)’ is recently proposed. Mainly focusing on the employment of TMD for seismic response control, especially for base‐isolated or high‐rise structures, this paper aims to derive design formulae of NTTMDs based on two methodologies with different targets. One is the fixed points theory with the performance index set as the maximum magnitude of the frequency response function of the relative displacement of the primary structure with respect to the ground acceleration, and the other is the stability maximization criterion (SMC) to make the free vibration of the primary structure decay in the minimum duration. Such optimally designed NTTMDs are compared with traditional TMDs by conducting both numerical simulations and experiments. The optimum‐designed NTTMDs are demonstrated to be more effective than the optimum‐designed traditional TMDs, with smaller stroke length required. In particular, the effectiveness of the TMDs combined with a base‐isolated structure is investigated by small‐scale model experimental tests subjected to a time scaled long period impulsive excitation, and it is demonstrated that the SMC‐based NTTMD can suppress structural free vibration responses in the minimum duration and requires much smaller accommodation space. Additionally, a small‐scale shaking table experiment on a high‐rise bending model attached with a SMC‐based NTTMD is conducted. This study indicates that NTTMD has a high potential to apply to seismic response control or retrofit of structures such as base‐isolated or central column‐integrated high‐rise structures even if only a limited space is available for accommodating TMDs. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献