爆炸作用下钢筋混凝土框架柱的动力及损伤分析

为了研究钢筋混凝土框架柱在爆炸冲击波作用下的反应,本文使用有限元分析软件AUTO-DYN对一个典型的钢筋混凝土底层框架柱进行了爆炸分析.设定了1m、3m、5m三种比例距离,各比例距离分别设置10 kg、50 kg、100 kg三种量级的TNT炸药.分析得到了各爆炸工况下柱子的动力响应及损伤形态.研究表明:柱子在爆炸冲击波作用下的动力响应对于比例距离的改变十分敏感;当炸弹在地面爆炸时,柱子最终破坏的区域总是在柱底到柱高的三分之一处;随着比例距离的增大,柱子最终的破坏形态由剪切型转变为弯曲型.     

鲁村煤矿井底车场钢管混凝土支架支护应用

沂源县鲁村煤矿-270m井底车场围岩为泥质粉砂岩,强度低,含粘土矿物,吸水膨胀,传统的支护方式难以保证巷道稳定,采用钢管混凝土支架进行支护试验。分析了-270m井底车场围岩地质特征,提出基于钢管混凝土支架的综合支护方案,最后通过理论验算证实钢管混凝土支架承载能力为U29型钢支架4倍,满足巷道支护要求。     

A distributed parameter model of a frame pin‐supported wall structure

Many reinforced‐concrete frames collapse via a soft‐story mechanism during severe earthquakes. Such collapses are mainly attributed to concentrated deformation in a soft story. Deformation control is thus important in preventing collapse. The frame pin‐supported wall structure is a type of rocking structure that releases constraints at the bottom of the wall. Previous research has obtained good results for the deformation control of this type of structure. However, the interior forces and strength demands of the pin‐supported wall have not been systematically explored. In this paper, a distributed parameter model is developed to investigate the strength demand of the wall in a frame pin‐supported wall structure. In the model, the pin‐supported wall is simplified as a bending beam and the frame is simplified as a shear beam. The two beams are joined by distributed shear connectors, so that the shear force can be transferred at any location on the interface. The model can be solved using differential equations based on equilibrium and compatibility. The accuracy of the model is verified using SAP2000 (Computers and Structures Inc., Berkeley, CA, USA). Displacement distribution of the structure and distributions of the moment and shear force within the pin‐supported wall are obtained for two typical external force profiles. It is found that the pin‐supported wall can effectively reduce the drift concentration factor. Distributions of the displacement, moment, and shear force are closely correlated with the relative stiffness of the wall and frame. Finally, recommendations on the stiffness and strength of a pin‐supported wall are made. Copyright © 2015 John Wiley & Sons, Ltd.     

坐标转换中大地高对平面坐标和高程的影响

验证大地高的不确定性对高程的影响和对平面坐标的影响,为具体工程实际应用提供参考依据.通过改变选定的重合点上的大地高,求得两套转换参数,并比较这两套转换参数求得的高斯平面坐标.通过不同数据验证,得出结论.     

锚索双排桩与刚架双排桩的对比研究

在大型滑坡治理工程中常常采用双排抗滑桩,锚索双排桩和刚架双排桩是常见的两种型式。采用有限元程序ANSYS分别建立锚索双排桩和刚架双排桩的有限元分析模型,对比分析这两种型式双排桩的内力分布,找出能更好发挥抗滑效果的结构型式。通过对比分析可知,锚索双排桩的前后两排桩的内力分布差距十分明显,刚架双排桩的前后两排桩的内力分布差距较小,所以,刚架双排桩能够更好地发挥抗滑效果。选取锚索双排桩和刚架双排桩2个工程实例,监测分析发现锚索双排桩的前排桩侧向位移和弯矩均远小于后排桩,刚架双排桩前后两排桩的位移和弯矩比较接近,这与有限元分析结果相吻合,因此,双排抗滑桩的设计中建议采用刚架双排桩     

线阵推扫影像的核线模型研究

通过对线阵CCD推扫式影像和框幅式中心投影影像的核线理论的对比研究，建立了线阵CCD推扫式影像的核线理论，并探讨了它的基本特性，从而为核线在线阵CCD推扫式影像中的应用提供了理论基础。     

框幅式数字航空摄影飞行质量检查方法

目前框幅式航空摄影飞行质量检查依旧采用先冲印纸质像片,然后人工作业的方法。该方法耗时较长,限制了数字航空摄影快速高效优势的发挥。为此,研究出一套全数字航空摄影飞行质量的检查方法。该方法的整个实现过程完全在计算机上进行:首先,利用数字航空摄影生成的浏览影像完成影像质量检查;然后,应用飞行质量检查软件和机载POS(position and orientation system)数据检查影像的重叠度、像片旋偏角、航线弯曲度以及航高保持等质量因子;最后,根据检查结果整理和编写各类文档。为验证该方法的科学性和可靠性,以湖南省衡阳市实验区影像的人工质量检查结果与其进行对比分析,结果表明,二者具有很好的一致性,说明该方法能较好地反映航空摄影飞行成果质量,并且操作简单、效率高、成本低。     

大型工业CT在机车关键部件无损检测中的应用

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.     

Effect of non‐moment braced frame seismic deformations on buckling‐restrained brace end connection behavior: Theoretical analysis and subassemblage tests

In‐plane buckling‐restrained brace (BRB) end rotation induced by frame action is a commonly observed phenomenon in buckling‐restrained braced frames (BRBFs). However, its effect on BRB end connection behavior has not yet been clear. In this study, four BRB end deformation modes for quick determination of end rotational demand are proposed for non‐moment BRBF considering different BRB arrangements, installing story of BRBs, and boundary condition of corner gussets connected with column base. Key factors affecting BRB end rotation and flexural moments are examined theoretically by parametric analysis. Subassemblage tests of seven BRB specimens under horizontal cyclic loading were conducted by adopting two loading frames to impose the expected BRB end deformations. It shows that BRB end rotation subjected BRB ends to significant flexural moments, leading to premature yielding of BRB ends or even tendency of end zone buckling. The deformation modes, the flexural rigidity of BRB ends, and the initial geometric imperfections of BRBs were found to have significant influence on BRB end connection behavior. The triggering moment induced by BRB end rotation was the main contributor to end flexural moment. However, the moment amplification effect induced by flexure of BRB end zones became prominent especially for small flexural rigidity of BRB ends. Implications and future research needs for design of BRB end connections are provided finally based on the theoretical and experimental results. Copyright © 2015 John Wiley & Sons, Ltd.     

异型柱框架结构抗震设计研究

本文在充分考虑钢筋混凝土异型柱框架结构受力特点的基础上，从结构布置、内力组合与调整、轴压比限值和其他构造措施等方面，针对抗震计算和概念设计进行了分析与讨论，得出注重抗震计算分析、加强抗震概念设计等结论，分析过程和有关结论可供工程设计人员参考。