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991.
992.
冷弯薄壁型钢龙骨式结构(LightGaReSteelstructure)是一种新型结构形式,主要适用于三层及三层以下的建筑。介绍了冷弯薄壁型钢龙骨式墙面体系特点及其常见的几种墙体的做法。 相似文献
993.
The present study deals with the shear lag phenomenon in cold formed angles under tension, which are connected on one leg. A new expression for shear lag factor which represents the net section reduction coefficient has been suggested in the present paper. The proposed expression based on the regression analysis of 108 experimental results reported in the literature is validated by experiments involving net section failure in angles under tension. Totally 18 experiments were carried out on single angles fastened with bolts to the gusset plates under tension loaded upto net section rupture mode of failure. The experimental test parameters considered are number of bolts, pitch and shear lag distances and ratio of connected leg length to unconnected leg length. The tensile capacities are evaluated by various specifications such as AS/NZS:4600:2005, NAS:2001, AISC:2005, BS:5950-Part5:1998, IS:800-2007 and the proposed equation. A comparative study of tensile capacities predicted based on various codes and the experiment results is presented in this paper. For the tested range of specimens, both NAS:2001 and AISC:2005 standards over-predicted the capacities for all the specimens. The IS:800-2007 and AS/NZS 4600:2005 predictions are good for the specimens with three bolted connections and unconservative in the case of specimen with two bolts. Both BS:5950-Part-5:1998 and the proposed equation for IS:801 predict good estimate of the tensile capacity of cold formed angle members. The proposed equation for cold formed steel tension members, which is in the same format of IS:800 (2007) (Indian code for Hot rolled steel design), has been demonstrated to be good. 相似文献
994.
Ran FengBen Young 《Journal of Constructional Steel Research》2011,67(3):421-436
This paper describes the numerical investigation of cold-formed stainless steel tubular T-joints, X-joints and X-joints with chord preload using finite element analysis. The stainless steel joints were fabricated from square hollow section (SHS) and rectangular hollow section (RHS) brace and chord members. The geometric and material nonlinearities of stainless steel tubular joints were carefully incorporated in the finite element models. The joint strengths, failure modes as well as load-deformation curves of stainless steel tubular joints were obtained from the numerical analysis. The nonlinear finite element models were calibrated against experimental results of cold-formed stainless steel SHS and RHS tubular T- and X-joints. Good agreement between the experimental and finite element analysis results was achieved. Therefore, an extensive parametric study of 172 T- and X-joints was then carried out using the verified finite element models to evaluate the effects of the strength and behaviour of cold-formed stainless steel tubular joints. The joint strengths obtained from the parametric study and tests were compared with the current design strengths calculated using the Australian/New Zealand Standard for stainless steel structures, CIDECT and Eurocode design rules for carbon steel tubular structures. Furthermore, design formulae of cold-formed stainless steel tubular T- and X-joints are proposed. A reliability analysis was performed to assess the reliability of the current and proposed design rules. It is shown that the design strengths calculated using the proposed equations are generally more accurate and reliable than those calculated using the current design rules. 相似文献
995.
This paper presents the results of an experimental programme for a new blind bolted connection to unfilled hollow section (HS) columns under static loading. In this connection, channels with side plates connect beam flanges to the side face of HS columns. This is a simple alternative connection to typical face connections, i.e. the extended endplate connection or the T-stub connection (with T-stubs connecting the top and bottom flanges of the beam to the face of the column). The channel side plate connection was found to be much stiffer than a typical face connection and has the potential to achieve a rigid connection status for braced frames according to the EC3 classifications. Comparison of the test results and three dimensional finite element (FE) modelling indicates that the FE analyses can be used to predict the connection behaviour with sufficient accuracy. The preliminary investigation for the channel side plate connection shows promising results and forms the basis for the development of other blind bolted side connections for applications in the low rise construction industry. 相似文献
996.
常发大厦外墙采用幕墙,主楼幕墙为竖明横隐结构,裙楼幕墙为横明竖隐结构,总面积达21000m2。选择应用横梁闭口系统和铝质插芯,增加了幕墙墙面系统与主框连结的可靠性,提高了安全性能,简化了安装方式,通用性强,经济效益较好。 相似文献
997.
利用高精度三维表面形貌测试仪Talysurf CLI 2000对节理试件表面进行扫描,将表面粗糙形状进行数值化表达并实现节理面的三维可视化。在此基础上,运用分形几何理论对节理表面三维形貌特征进行分析,得出节理剖面线的分形维数与JRC之间的函数表达式。以单个节理面为研究对象,探究节理表面分形维数与剖面线分形维数以及JRC之间的关系,这对分形几何理论在节理表面形态研究中的深入应用有重要意义。 相似文献
998.
以安景高速双河口隧道为工程背景,针对连拱隧道洞口浅埋偏压段特殊的地形情况,探讨围岩在地应力和边坡滑动共同影响下的应力分布情况。为满足工程应用的需要,在监测数据分析的问题上提出对监测数据进行非线性分离的方法,并以其中的线性趋势项为依据建立围岩的应力与变形之间的映射关系,来指导隧道设计和施工,用分离出来的波动项来分析施工过程中出现的异常情况。结果表明:连拱隧道洞口浅埋偏压段受到上覆荷载和边坡滑动的共同作用,其中最危滑动面和洞口上部坡角处的围岩和支护结构受边坡滑动的剪拉作用影响最为明显,消除施工等因素影响的监测数据趋势项可以更直观地说明这一点,因此在隧道工程中如果穿越岩体最危滑动面附近的围岩时有必要考虑边坡滑动的影响。 相似文献
999.
1000.