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1.前言1.1框架梁柱节点,是建筑结构的关键部位,它受力复杂,施工也较困难,大量试验和震害调查表明,节点往往是框架结构破坏的主要部位,而且其破坏后的修复工作也较难进行。为此,国内外进行了大量的节点抗震的试验研究,提出了许多节点设计建议。但绝大多数都集中在梁柱 相似文献
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盘销式钢管支撑架结构力学性能试验研究 总被引:1,自引:0,他引:1
对一种新型盘销式钢管支撑架结构力学性能进行了较为系统的研究,包括盘销节点连接可靠性、插销抗拔承载力、水平杆与立杆连接节点刚度、基本受力单元体受力性能。研究结果表明:盘销连接节点具有可靠性;楔形设计的插销具有自锁功能,在正常工作中插销不会自动向上滑出;水平杆与立杆连接节点为半刚性连接,通过试验分析测得了节点刚度系数;开展基本受力单元体受力性能研究得出了不同构造条件下的支撑架破坏形式和极限承载力,通过对比确定了斜撑布置情况、支架顶部悬臂长度、立杆步距对支撑架结构力学性能的影响情况。 相似文献
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河南艺术中心艺术墙为"单层索网次结构-钢管相贯桁架主体钢结构"体系。转换节点是实现主次结构共同工作力学效应、保证整体结构安全的关键节点之一。主次结构的连接转换节点有着与普通钢节点完全不同的索-钢接触单元的特殊构造,受力复杂。设计应用ANSYS软件对索钢转换节点进行带接触单元的弹塑性有限元计算分析,并进行足尺节点试验研究,确认了该复杂节点力学性能计算设计的正确性,确保了该类关键节点的安全性。 相似文献
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This paper presents six ambient tests on composite steel top-and-seat-and-web (TSW) angle joint specimens subject to monotonic loading. It is well known that the inherent strength and stiffness of composite semi-rigid joints can improve the structural behaviour of steel frame structures. However, experimental works on the composite steel TSW angle joints are very limited. The main objective of this study is to ascertain the ambient moment-rotation characteristics of composite steel TSW angle joints and to validate the authors’ mechanical model. The test results are presented and the joint failure modes are described. The effects of some parameters on the overall joint behaviour, such as longitudinal shear strengths of RC slabs, steel beam depths and tightening torques of bolts are investigated. With the development of a new joint component to represent the RC slab in tension, the authors’ mechanical model proves to be able to produce accurate and consistent predictions of the moment-rotation characteristics of composite steel TSW angle joints. The analytical results are compared with the test results and good agreement is achieved. 相似文献
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Raul Zaharia 《Journal of Constructional Steel Research》2006,62(3):240-249
Web members in cold-formed steel trusses are usually assumed to have pinned connections at the ends, but the latest AISI Cold-Formed Steel Truss Design Standard allows for the joint stiffness to be considered in design. The paper summarizes experimental research performed for several years at the University of Timisoara, Romania, aimed at evaluating the real behaviour of bolted joints in cold-formed steel trusses. By means of tests on single lap joints and on truss sub-assemblies, a theoretical model for joint stiffness was proposed. The formula for the joint stiffness, from which the buckling length of web members was further determined, was also validated through a test on a full-scale truss. 相似文献
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提出一种震损后可恢复功能预制装配式损伤可控钢质节点,该节点由带削弱型约束钢板阻尼器的损伤可控钢质铰、钢套筒约束节点核心区、预制混凝土梁柱等构成.进行预制装配式损伤可控钢质节点的低周往复荷载试验,然后在该试验的基础上仅更换钢质铰中破坏的削弱型约束钢板阻尼器,进行第2次试验,最后进行现浇钢筋混凝土节点在低周往复荷载下的对比... 相似文献
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This paper describes eight tests carried out on thin-walled steel tube confined concrete (TWSTCC) column to reinforced concrete (RC) beam joints subjected to cyclic loading, where the column cross-sectional type and the level of axial load in the column were selected as test parameters. In addition, two concrete filled thin-walled steel tubular column to RC beam joints were also tested for comparison. Each TWSTCC joint specimen consisted of a TWSTCC column and a RC beam pass through the column to represent an interior joint in a building. The experimental results are analysed to evaluate the influences of different testing parameters on the performance of the beam-column joints. It was found that the TWSTCC joints show generally excellent seismic performance and is adoptable in practical engineering, particularly in earthquake zone. 相似文献
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An experimental programme of eight elevated-temperature tests on composite steel top-and-seat-and-web (TSW) angle joints was carried out to investigate the behaviour of this form of joints under fire conditions. It is found that the inherent strength and stiffness of composite joints can significantly improve the structural behaviour of steel framed structures under fire conditions. However, experimental works on composite steel TSW angle joints under fire conditions have not been published yet. To develop a versatile model to predict the joint moment-rotation characteristics, the authors have developed a component-based mechanical model for this form of joints. The objectives of this study are to ascertain the moment-rotation characteristic for this form of joint at elevated temperatures and to validate the authors’ mechanical model. The effects of some parameters on the overall joint behaviour, such as elevated temperatures, longitudinal shear strength of RC slabs, steel beam depth and bolt behaviour were observed and investigated. The mechanical model predictions are compared with the test results and showed good agreement. 相似文献
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描述了循环荷载作用下薄壁钢管混凝土梁柱节点的8个试验,选取了柱的横截面类型和轴压力水平作为试验参数。此外,选取2个钢管混凝土梁柱节点试验已进行对比。每个钢管混凝土梁柱节点构件都由钢管混凝土柱及柱上方的梁构成,作为建筑的内部节点。对试验结果进行分析,评测了不同的参数对于梁柱节点性能的影响。结果表明:薄壁钢管混凝土柱显示出了卓越的抗震性能和良好的适应性,特别适用于地震区使用。 相似文献
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本文研究了在钢管上开孔对配有圆钢管的钢骨混凝土柱-钢筋混凝土梁组合框架节点受力性能的影响。介绍了三种节点承受低周反复荷载的试验,第一种是不开孔的,第二种是开穿筋小圆孔的,第三种是开矩形大孔的。试验结果表明,开穿筋小圆孔的节点受力性能最好。主要原因是穿过圆钢管的梁主筋与钢管内的混凝土有很好的粘结;在钢管的小孔处形成了钢筋混凝土抗剪销钉,小圆孔也使得钢管内外的混凝土得以沟通;同时钢管参加受剪的主要部位位于节点高度的中部,故在节点上下边缘处开小圆孔对节点受剪性能影响不大。本文研究成果已用于南京新世界大厦,并对研究其他的组合框架节点有参考价值。 相似文献
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Field experience with bare weathering steel indicates that bolted joints of sufficient stiffness will resist the distortion caused by the pressure of corrosion products forming within the joint. As a result of these observations, guidelines were previously written for the design of joints in transmission towers and similar structures. To gain more information on the pressure caused by corrosion-product formation, specimens were exposed to the atmosphere for test periods of up to seven years.The test specimens include stacks of Cor-Ten A steel (A242 Type 1) and carbon steel compressed together with spring washers and exposed at Monroeville, Pennsylvania, and the 800-foot lot, Kure Beach, North Carolina. Also, stacks of Cor-Ten A steel and carbon steel compressed together at lower pressures were exposed in Monroeville. Various joints of Cor-Ten B steel (A588 Grade A), including geometries that did and did not meet the previously developed guidelines, were exposed at both sites, along with test joints similar to those used on a transmission tower and comparison joints modified to meet the guidelines.The results of the stack tests indicate that at sufficiently high initial force no expansion of the stacks occurs, but at very low pressures there will be continuous expansion of stacks. Cor-Ten A steel was found to produce more expansion than carbon steel at similar initial pressures.Bolting, as specified, with A325 bolts minimized distortion caused by corrosion product pressure for a given joint design. At both sites, stiffer joints produced less distortion at free edges; however, joints that met the guidelines of free edge distance did not eliminate the distortion. Joint designs that met the guidelines developed very little bowing between bolts during exposure at either site. Also, tests of comparison specimens showed that the bowing between bolts in a transmission-tower joint with A325 bolts can be reduced significantly by simply reversing one set of details so that the spacing meets the guidelines.All observations confirm that the use of the previously published guidelines for the design of bolted joints in bare Cor-Ten steel transmission towers and similar structures will prevent excessive bowing and joint distortion. 相似文献