This paper emphasizes the study of variation laws of support moments of two-span or three span continuous beams under various span ratios, various dead to live load ratios, and various support point beam stiffness to midspan stiffness ratios.
本文着重研究两跨或三跨连续梁在不同跨度比、不同静活荷载比以及各种支座和跨中刚度比值下支座弯矩的变化规律,采用与弹性分析值进行比较的方法,提出钢筋混凝土连续梁考虑内力重分布后支座弯矩的修正系数,以求使用阶段连续梁的内力及位移计算更切实际。
Analysis of the effect caused by the nodal moment on steel space truss;
节点弯矩在钢结构空间桁架中的影响分析
Analysis of the effect caused by the nodal moment on the steel long-cantilever truss;
节点弯矩在钢结构长悬臂桁架中的影响分析
With respect to moment diagram of continuous beam bridge,through different moment zero point combinations,familiar cantilever,T-frame rigid and continuous rigid beam bridge type are deduced.
从简支梁桥恒载弯矩图出发,逐步演变到悬臂梁和连续梁桥,再根据连续梁桥的恒载弯矩图,通过不同弯矩零点的组合,演变出工程上常用的悬臂梁桥、T构刚构桥和连续刚构桥,具有力学概念清晰、教学内容紧凑等优点,可以有效地节省教学用时。
The comparisons between the calculation of span central point bending of bi-direction panels,negative moment of backing plate,positive moment of span central point of differential span bi-directio.
并利用双向板跨中挠度计算公式以及不等跨连续双向板的支座负弯矩和跨中正弯矩的计算公式,同常规的双向板的计算公式进行计算比较分析。
Analysis on the moment transferring factor of RC out-of-plane beam-wall joint
钢筋混凝土梁-墙直交节点弯矩传递比例分析
Study on Moment-Rotation Relationship of End-Plates Connection Semi-Rigid Beam-to-Column Joints of Steel Frames;
端板连接半刚性钢框架梁柱节点弯矩转角关系研究
Analysis of Connections of Slab to Edge Column under Shear and Unbalanced Moment
混凝土板柱边节点在剪力和弯矩作用下的分析
Analysis of partially restrained moment at bolted connection joint of steel beam to concrete wall
钢梁-混凝土墙铰结连接节点嵌固弯矩的分析与计算
Experimental Research on Behavior of Flush End-plate Composite Joints under Positive Moment;
正弯矩作用下平齐式端板连接组合节点的试验研究
Performance of Partial-Depth End-Plates Beam-To-Column Composite Joints of Steel Frames under Hogging Moment;
部分端板连接梁柱组合节点负弯矩作用时的受力性能研究
Nonlinear Finite-Element Analysis of Cold-Formed Rectangular Tube-Steel Column and H-Shaped Beam Connections;
冷弯矩形钢管柱与H型钢梁连接节点非线性有限元分析
Predicting Moment and Rotation Capacity of Semi-rigid Composite Joints with Precast Hollowcore Slabs
带预制空心板的半刚性复合节点的弯矩和转动能力预测方法(英文)
THE SEISMIC BEHAVIOR OF COLD-FORMED RECTANGULAR TUBE-STEEL COLUMN AND H-SHAPED BEAM CONNECTIONS
冷弯矩形钢管柱与H型钢梁连接节点抗震性能分析
Moment-Rotation Models of Semi-Rigid Composite Beam-To-Column Joints with Flush End Plate Connection
平端板连接半刚性梁柱组合节点的弯矩-转角模型
Non-linear analysis on cast tubular T-joints loaded by out-plane bending
平面外弯矩作用下的T形铸钢节点承载力非线性分析
Experimental research on rectangular steel tube X-joints with chord concrete-inside subjected to tension and bending
主管内填混凝土的矩形钢管X型节点受拉和受弯性能试验研究
Modelling Semi-Rigid Composite Joints with Precast Hollowcore Slabs in Hogging Moment Region
对翘曲弯矩区域内的预制空心板的半刚性组合节点建模
Load-Carrying Capacity and Practical Calculation Method of Welded Hollow Spherical Joints Subject to Combined Axial Force and Bending Moment;
轴力与弯矩共同作用下焊接空心球节点承载力与实用计算方法研究
Boundary integration method of bending of thick rectangular plate with the corner paint hang in the air
角点悬空弯曲厚矩形板的边界积分法
In the calculation of fixed end moments, joints B and C are temporarily locked.
在计算固端弯矩时,临时锁住共点B和C。
Determination of a rigid frame cases without moment in concentrated loading at the joint;
刚架在结点集中力作用下无弯矩情况的判定
Barycentric interpolation collocation method for thin rectangular plates bending problems
重心插值配点法分析矩形薄板弯曲问题
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