英语翻译为了解异形截面钢管混凝土节点的力学性能及相关构造设计要求,试验制作3个T形截面钢管混凝土柱-钢梁外加强环式节点试件,并进行低周往复加载试验.通过改变柱轴压比和加强环板
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英语翻译为了解异形截面钢管混凝土节点的力学性能及相关构造设计要求,试验制作3个T形截面钢管混凝土柱-钢梁外加强环式节点试件,并进行低周往复加载试验.通过改变柱轴压比和加强环板
英语翻译
为了解异形截面钢管混凝土节点的力学性能及相关构造设计要求,试验制作3个T形截面钢管混凝土柱-钢梁外加强环式节点试件,并进行低周往复加载试验.通过改变柱轴压比和加强环板宽度和外伸长度,研究节点在往复循环荷载作用下的滞回性能,探讨此类节点的受力机理.结果表明,加强环板宽度和外伸长度加大后,节点的滞回性能、延性、耗能能力等均有明显提高.
英语翻译为了解异形截面钢管混凝土节点的力学性能及相关构造设计要求,试验制作3个T形截面钢管混凝土柱-钢梁外加强环式节点试件,并进行低周往复加载试验.通过改变柱轴压比和加强环板
In order to understand the mechanical performance and related tectonic design requirements of the concrete-filled steel tube's nodes with special-shaped cross-section , in this experiment we need to make three test models,which's concrete filled steel tube column - the reinforcement ring type node in T-shaped section , and make the low weeks reciprocating load tests. By changing the axial compression ratio of the columns and increasing the width and overhanging length of (ring board), we can study the hysteretic performance of nodes which's under reciprocating cycle load , and then discuss the working mechanism of such node. The results show that by increasing the width and overhanging length of (ring board),the hysteretic performance, ductility and energy dissipation capacity of nodes are obviously improved.
自己翻译的 可能部分专业词汇并不准确 比如那个环板我就翻不来 打了括号.专业英语白学了啊.
In order to understand the special-shaped cross-section concrete-filled steel tube node mechanical performance and related tectonic design requirements, test make three t-shaped section steel concrete...
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In order to understand the special-shaped cross-section concrete-filled steel tube node mechanical performance and related tectonic design requirements, test make three t-shaped section steel concrete filled steel tube column - the reinforcement ring type node, and low weeks specimens reciprocating load test. By changing the columns axial compression ratio and strengthen ring board width and length, the nodes in the overhanging reciprocating cycle load hysteretic performance, this paper discusses the working mechanism of such node. The results show that the reinforcement ring board width and length of the overhanging increased; nodal hysteretic performance, ductility and energy dissipation capacity, etc, are obviously improved.
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