• 目的研究半刚性连接弯矩-转角关系,为半刚性组合框架设计提供依据。

    The models of moment-rotation relationship of flush end-plate composite connections were put forward for the monotonic loading and cyclic loading.

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  • 本文通过比较立井提升常用罐道型式的优缺点,确定了采用刚性组合罐道的改造方案。

    Commonly used shaft steelwork styles are compared in this paper before the right scheme applying rail steelworks is adopted.

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  • 而大量的实际工程表明,组合结构的梁柱连接是介于这二者之间的,即应该视为半刚性组合节点。

    But a large number of practical projects had shown that the connection of beams and columns in composite structure is between rigidly and hinge connection.

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  • 介绍了国内外刚性组合装药研究现状,总结了刚性组合装药研究方法,并针对刚性组合装药的研究提出了一些建议。

    This paper introduces the development and current situation of modular charge technology, summarises the research ways, with suggestions given to the research of modular charges.

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  • 以刚性和柔性结构组合而成的杂交空间结构体系以其灵活的结构布置、良好的受力性能和富于建筑表现力而在现代大跨度建筑中得到日益广泛的应用。

    As a hybrid spatial structure combined with rigid and flexible components, it is widely applied for its various arrangement and beautiful shape with great mechanical ability.

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  • 因此有必要对半刚性钢-混凝土组合节点受弯承载力、转动刚度和转动能力进行全面的研究。

    Thus it is necessary to study moment resistance, rotation stiffness and rotation capacity of the joints.

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  • 介绍了立式容器壳体刚性环耳式支座构件及组合截面的近似计算过程,并对地脚螺栓中心圆直径的选择作简要分析。

    This paper introduces the approximate calculation of components and compound section of vertical vessel lug support with stiffening ring and the selection of anchor bolt circle diameter.

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  • 通过试验结果与理论、规范比较,考察了不同荷载水平作用下半刚性连接对组合梁性能的影响。

    The effect of semi-rigid connections on the performance of composite beams with various loadings was compared with predictions and codes.

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  • 为此对双腹板、顶底角钢半刚性节点的试验数据进行分析,绘出试件各组合件关键点的荷载-应变关系曲线。

    Then the experimental data of joints of top and seat angle with double web angle are analyzed and load-strain curves of member subassemblages key points are drawn.

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  • 提出了组合结构顶板仅发生刚性平动的基本假设;

    The basic assumptions of composite structure is proposed whose roof occurs only rigid movement.

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  • 提出了组合结构顶板仅发生刚性平动的基本假设;

    The basic assumptions of composite structure is proposed whose roof occurs only rigid movement.

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