It also puts forward the problem to be paid attention, when analyzing elastic foundation slab, hybrid structure and compound section with multi-material and cable structure.
介绍ROBOT软件几个可用于特种结构的典型功能,以及分析弹性地基板、组合结构、多种材料组合截面和拉索结构时要注意的问题。
In this paper, advanced integral theory and computer are applied to solve the stress distribution of steel-concrete compound section.
针对钢 混凝土组合结构的截面特性计算问题 ,利用AutoCAD技术 ,进行编程作二次开发 ,对钢 混凝土组合截面的应力进行求解。
Design of steel-aluminum composite section member in curtain wall construction;
幕墙工程中钢铝组合截面杆件的设计
The Prestressed RPC-NC combined section beams have good performance in durability and economical efficiency;however, the present specifications have not provide a valid and effective calculation method specially to prestressed RPC-NC combined section beams.
预应力RPC-NC组合截面梁具有良好的耐久性能和经济性,但现行规范中尚没有提出一种有效的计算方法,而采用非线性有限元程序对预应力RPC-NC组合截面梁进行全过程分析不失为一种较精确的方法,同时考虑了RPC、NC和钢筋的材料非线性和结构的几何非线性,建立了预应力RPC-NC组合截面梁的三维有限元分析模型,分析并模拟了在三分点荷载作用下加载直到破坏的全过程,并和试验进行了比较。
With the help of the ANSYS,the bending effect under Uniform Load of the thin walled aluminum alloy combined section beam have been calculated by adopting three methods from simulation to predigestion.
本文借助有限元分析软件ANSYS,采用由"仿真"至"简化"的三种不同方法,计算了铝合金薄壁插接组合截面梁在均布荷载下的弯曲效应,通过对计算结果的分析,探讨了适合工程应用的计算方法,并提出了使用该方法时应引起重视的问题。
A general model and its heuristic algorithms are presented for engineering structures with discrete variables and built-up sections, where all design variables in a section are combined into one design variable, and restrictive conditions according to the effect ranges are classified into three types, local, global and medium.
建立了组合截面离散变量优化设计的通用模型;提出了一种启发式求解算法。
Experimental Study on the Durability of RPC-NC Combined Section Beams
RPC-NC组合截面梁的耐久性试验研究
Microstructure of 3D Braided Preforms with Complex Rectangular Cross Section;
矩形组合截面三维编织物的细观结构研究
Nonlinear finite element analysis for the Prestressed RPC-NC Combined Section Beams
预应力RPC—NC组合截面梁的非线性有限元分析
Influence of Material Models and Boundary Conditions on the Temperature Field of Steel-Concrete Composite Sections
材料模型和边界条件对组合截面温度场的影响
Design and Analysis of Arbitrarily Shaped Steel-Concrete Composite Columns;
复杂截面型钢—砼组合柱的设计与分析
Analysis of Moment-curvature Hysteresis Behavior of Composite Beams
组合梁截面弯矩—曲率滞回性能分析
Experimental study on normal section compression bearing capacity of composite T-shaped concrete-filled steel tubular columns
组合T形截面钢管混凝土柱正截面受压承载力试验研究
Numerical Simulation of Flow in Variational Section of Segmented Solid Rocket Motor;
变截面组合式固体火箭发动机内流场计算
Experimental Study on Bearing Capacity of Stud with M-shaped Section in Composite Masonry Walls
组合墙体中M形截面柱的承载力试验研究
Transverse load distribution on box section continuous composite steel-concrete bridges
箱形截面连续组合梁桥的荷载横向分布
Experimental Study of Old and New Concrete Composite Beam with Double T-section
双T形截面新老混凝土组合梁试验研究
ANALYSIS OF WEAK SECTIONS FOR NEW U TYPE STEEL-ENCASED CONCRETE COMPOSITE BEAMS
新型U型外包钢-混凝土组合梁薄弱截面分析
Design of Fully-welded Steel Plate Composite Truss Girders of Box Section Member Bar of Minpu Bridge Ⅱ,Shanghai
闵浦二桥箱形截面杆件全焊钢板组合桁梁设计
Classification of I-or H-Shaped Cross-Sections Under Mixed Internal Actions
组合内力作用下对工字型和H型截面进行分类
Normal section failure mode of simple-supported steel-reactive powder concrete composite beams
钢-活性粉末混凝土简支组合梁正截面破坏模式
asterisk for cross section of array
数组截面用星号 -ＰＬ／１用
QUASI PLANE ASSUMPTION AND ITS APPLICATION IN STEEL-CONCRETE COMPOSITE BOX GIRDERS WITH CORRUGATED STEEL WEBS
波形钢腹板-混凝土组合箱梁截面变形的拟平截面假定及其应用研究
The Research on Continuous Steel-Concrete Composite Beams Crack Width Calculation and Reasonable Section;
钢—混凝土组合梁裂缝宽度计算研究与合理截面形式探讨