A Simplified Approach to Analysis of High—Rise Frame Tube Structures

Based on finite element method and finite strip method, a simplified approach was presented to analyze high-rise frame tube structures. The generalized strip element is introduced and then the generalized stiffness matrices for beam and column-line are derived by using the displacement functions that describe the nodal displace-ments and displacement transforms. Furthermore, the formulas for the generalized stiffness matrix of generalized strip element and load arrays corresponding to the displacement parameters were developed. It is shown through a series of numerical computation that the nodal angular displacements at the same floor in a generalized strip element are approximately identical. A comparison of the finite element method and the finite strip method shows that the simolified approach not only is accurate, but also reduces the number of basic unknown quantities.     

钻孔灌注桩施工中常见问题及预防措施

灌柱桩属于隐蔽工程，影响灌注桩施工质量的因素很多，在施工过程中经常出现各种事故，以下是本人在从事灌注桩施工过程中经常遇见的问题和如何解决的一些方法．以供大家借鉴。     

Punching Shear Behavior of RC Slab-Column Connections with Nonrectangular Columns

This paper present an experimental study on the RC slab-colunm connections with nonrectangular colunms, namely cross-shaped column, T-shaped column and L-shaped column. The punching shear deformation and strength characteristics of slab-column connections with nonrectangular columns under punching shear load are investigated. Nine specimens with the three kinds of nonrectangular columns and two reference specimens with square columns are tested. The tested ultimate loads, deformations, and failur emodes of specimens are presented and discussed. Test results reveal that the punching shear strength and ductility of the connections with nonrectangular columns are higher than those of the corresponding connections with square columns, and also prove that the application of nonrectangular columns to flat-plate structure was feasible. Based on the test results, one method of calculating punching shear strength of connections with nonrectangular columns is proposed, which conforms with the current design practice of China. The test results on the punching shear strength are compared with the predictions of the formulas proposed by codes of several different countrie; and the predictions given by ACI code and China code are found to be conservative as the reinforcement ratio is increased.     

考虑排队长度的道路信号交叉最小间距问题

交通拥堵现象是世界各地城市交通的通病.一些城市交通调查资料显示,大多数交通拥堵现象与交叉口因素直接或间接相关.其中重要原因之一是交叉口相互间距不合理,相邻交叉口间距太近,当交叉口排队较长时,就极易引发交通拥堵.因此,本文基于城市道路信号交叉的交通特性,对交叉口排队长度进行分析,并讨论考虑排队长度的信号交叉最小间距问题.     

片体间距对SWATH船横向波浪载荷的影响

小水线面双体船独特的片体结构使横向波浪载荷成为其最危险的波浪载荷。在小水线面双体船设计初期,片体间距的确定十分重要。本文根据工程中某小水线面双体船的相关资料,对其正常装载状态、满载状态和最大排水状态3种装载状态进行波浪载荷预报。采用三维频域计算方法,对不同片体间距的小水线面双体船进行波浪载荷预报,给出各横向波浪载荷分量的RAO值和长短期预报值,并将波浪载荷的长期预报值与ABS和CCS中载荷的规范值进行比较。通过比较不同片体间距小水线面双体船的载荷预报值,得到小水线面双体船片体间距对其波浪载荷的影响特性,为小水线面双体船的初步设计提供依据。     

流场中变截面加筋柱壳结构声振特性分析

基于传递矩阵法给出了流场中变截面加筋柱壳结构在受集中力和声压作用下振动与声辐射的求解过程,并在确定模态截断算法有效性的基础上开展对结构振动特性的研究,分析了环板-圆柱壳加筋柱壳结构的损耗因子、流体介质、壳体厚度、环肋数目对其声振特性的影响.结果表明,流体介质的存在使结构振动减小,辐射声压增加;损耗因子增加,振动和辐射声压在中高频段降低;壳体厚度增大,壳体的振动响应减小,低频段辐射声压降低,高频段辐射声压交叉波动;环肋数目增加,结构振动减小,在中高频段,辐射声压降低.     

小线间距条件下D型便梁改造与有限元分析

D型施工便梁的最大优点是桥涵施工时可保证既有铁路的通车条件,缺点是受铁路线间距制约。为保证既有铁路的通车条件,在线间距过小时需要对便梁进行改造设计。通过对既有施工便梁上的牛腿S12进行更换,换装成S3构件,减小了钢轨顶到施工梁顶的距离,满足了铁路建筑限界的要求。为了满足改造后便梁结构刚度及稳定性要求,特在纵梁两端、L/4、L/2、3L/4处增加5道横梁,采取局部加厚横梁梁端下翼板尺寸的方法满足横梁的强度要求。通过建立便梁空间杆系有限元模型、实体有限元模型,对施工过程中的最不利工况进行仿真分析。计算结果表明,改造后的D型施工便梁结构能够满足列车通过时强度、刚度和稳定性的要求。     

捷达CiX液压挺柱故障排除

故障现象 一辆2001年9月产捷达CiX,装备ATK发动机和01KA手动变速器,已行驶21万多km。车主反映：每天早晨起动车辆时很容易起动,但在起动后两三秒内,发动机怠速抖动十分严重,甚至怠速最低转速只有400r／min。在发动机运转过这两三秒后,故障现象立即消失,并且一天之内不会再出现类似现象。     

配置夹式钢筋的钢筋混凝土柱抗震性能试验

针对钢筋混凝土结构配筋复杂、施工难度大的问题,在保证结构抗震性能的前提下,提出了用曲线形夹式钢筋代替钢筋混凝土柱中的复合箍筋的新型配筋方式.对现有配筋方式的钢筋混凝土柱和用曲线形夹式钢筋置换中间箍筋的钢筋混凝土柱进行了试验研究,设计了2组纵向钢筋配筋率、夹式钢筋置换率不同的截面为700 mm×700 mm的4个钢筋混凝土柱,进行低周反复荷载试验.试验结果表明:2种配筋方式的极限承载力基本相当,夹式钢筋能更有效地约束纵向受力钢筋和内部混凝土,在反复加载下,柱的滞回曲线更趋于丰满;与现有的配筋方式相比,夹式钢筋增强了构件的耗能能力,改善了构件的抗震性能.