• Square steel tube column filled with steel-reinforced concrete is a new design model of steel-concrete composite columns.

    钢骨-方钢管混凝土柱是一种组合柱设计模式,采用切线模量理论对该组合柱轴向受压稳定承载力进行分析。

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  • The working mechanisms of the composite column at different stages are analyzed and the stress paths in concrete, steel and CFRP are given.

    首先按不同阶段分析了该类构件的作用机理,然后给出了混凝土、钢管以及CFRP筒的应力途径。

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  • Long composite stiffened panel is thought as columns, and the ultimate strength of composite stiffened plates is derived from composite column theory.

    将复合材料长加筋板看成是一宽柱,利用梁柱理论推导出复合材料梁柱的极限承载能力公式。

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  • Formulas with restriction index based on the unified theory, and used for predicting the ultimate bearing capacity of the short composite column, are proposed.

    利用约束指标,得出基于统一理论的新型组合短柱的轴压承载力公式。

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  • The study aims to find out the proper limited values of axial compression ratio of the steel tube-steel concrete composite column under the condition of ductility damage.

    目的研究使钢管-钢骨混凝土组合柱发生延性破坏时所需要确定的轴压比限值。

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  • Besides, the inside shaped steels restrain the concrete and carry the definite loads with reinforcing steel bars so as to increase the bearing capacity of composite column.

    内部型钢约束混凝土并与钢筋共同承担一定荷载,提高了组合柱的承载力。

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  • The invention relates to a novel corrugated arched sheet-reinforced concrete composite column surface arch shell structure, belonging to the technical field of structural engineering.

    本发明涉及一种新型波纹拱板-钢筋混凝土组合柱面拱壳结构,属于结构工程技术领域。

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  • Preliminary results indicated that this composite column could quickly and efficiently selected suitable SPE packing and eluate for sample, which lay the foundation for the realization of online form.

    初步结果显示,此复合柱可针对样品快速有效的选出合适的固相萃取填料及洗脱液,对后期的在线形式的实现奠定了基础。

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  • For this purpose, an indexed column is any single column with an index or the first column named in a composite index.

    为此,索引列是一个包含索引的单列,或者是复合索引中指定的第一个列。

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  • This could be the built-in composite application navigator that appears as a column to the left of the screen, or it could be a custom control that presents a list of buttons with drop-down options.

    这可以是屏幕左边显示为列的内置复合应用程序导航器,也可以是呈现按钮列表及其下拉选项的定制控件。

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  • If the join key is a composite key, each key column must be prefixed with the PRIOR operator.

    如果联接键是一个复合键,那么必须使用PRIOR运算符为每个键所在的列加上前缀。

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  • Listing 10 creates a composite using a column FillLayout.

    清单10使用一个列FillLayout创建了一个复合控件。

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  • As a kind of non-evenly braced composite rotating thin-walled shell structures, the structural behavior and failure criterion of column supported steel silo are very complicated.

    作为一种非均匀支承条件下的组合旋转薄壳结构,柱支承筒仓的受力性能与破坏准则相当复杂。

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  • This paper presents research on loading behavior of welded compound-ring-hoop concrete column and honeycombed steel beam composite joints.

    为研究复合焊接环式箍筋混凝土柱-蜂窝钢梁组合节点的受力性能。

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  • In this paper, the authors first review advances in research of anti-liquefaction mechanism, assessment methods for anti-liquefaction and dynamic analysis of stone column composite foundation.

    从碎石桩复合地基的抗液化机理、抗液化性能判别方法、动力分析方法等方面入手,对国内外研究现状做了简要介绍和分析。

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  • Unadhesive prestressed converted deep beam of composite steel concrete column, is a new style structure which used in high building.

    劲性混凝土柱无粘结预应力转换大梁,是应用在高层建筑的一种新型结构。

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  • Smoother force transfer mechanisms with less stress concentration can be expected in a composite beam-to-column connection.

    而且组合梁-柱节点有着更为顺畅的传力机制和较小的应力集中。

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  • To overcome the shortcoming of common composite frame structure, the authors put forward a new type of frame structure system, steel-encased composite beam-steel reinforced concrete column.

    为克服型钢混凝土柱-钢梁组合框架结构体系存在的缺点,提出了一种新型外包钢混凝土组合梁-型钢混凝土柱组合框架结构体系。

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  • This paper discusses a new spatial structure-composite grid slab column structure, which is designed to transform single way force into two-way force to form a spatial forcing system.

    现讨论一种新型空间结构—组合式网格板柱结构,它使单向受力变为双向受力,从而形成三维受力体系。

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  • This method changes load system, and the composite steel beam set on column top bears loads transferred by monorail hanging beam. This method meet technology and safety requirement.

    该措施改变传力受力体系,由新设置柱顶的组合钢梁承担单轨吊梁传来的荷载,满足生产工艺和使用安全的要求。

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  • In the traditional consolidation theories for composite foundation, there is an inconsistency between the equal strain assumption and the assumption of flow continuity at the column-soil interface.

    在传统的复合地基固结理论中,等应变条件和桩土流量连续的假设之间存在着不一致的地方。

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  • The main ideas include:no additional column is arranged at the ground floor, the composite beam is made of steel concrete, and the composite floor slabs form the new floor.

    陶粒混凝土夹芯楼板是一种压型钢板与陶粒混凝土的组合楼板,其空腹部分采用聚苯乙烯板填充,是一种新型轻质节能板材。

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  • The hybrid structure is composite of two different structures, whether the axial deformation and floor distortion of frame column should be considered or not is worthy research.

    混合结构是由两种性能有较大差异的结构组合而成,轴向变形和楼板变形是否考虑值得研究。

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  • The utility model relates to a steel bar reinforced connection node between a steel tube-cement column and a cap-style composite beam, and pertains to the constructional engineering field.

    本实用新型涉及一种穿筋式钢管混凝土柱-帽型组合梁连接节点,属于结构工程领域。

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  • The study aims to get the calculation formulas of normal section strength of circular steel tube composite short column filled with steel reinforced concrete.

    目的得到钢骨-钢管混凝土柱正截面承载力计算表达式。

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  • The three-member load frame has a plural of derivative types, such as axis partial parallelism, arc column type, arc beam type, and their composite type.

    三杆承载机架有许多派生型:如轴线局部平行型、弧线柱型、弧线梁型以及它们的复合型。

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  • The dynamic properties of block on the composite foundation with single column are related to the column dimensions and stiffness of soil surrounding the column.

    单桩复合地基上块体的动力特性与竖向增强体的尺寸、桩周土的刚度等有关。

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  • Composite foundation theories, based on an equal-strain concept between soil and columns in the reinforced area, is commonly used in China to design deep mixed column(DMC) foundations.

    在公路工程的搅拌桩地基设计中,一般假设加固区桩土变形协调,从而采用复合地基理论进行设计。

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  • Composite foundation theories, based on an equal-strain concept between soil and columns in the reinforced area, is commonly used in China to design deep mixed column(DMC) foundations.

    在公路工程的搅拌桩地基设计中,一般假设加固区桩土变形协调,从而采用复合地基理论进行设计。

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