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| 桁架式SRC偏压构件计算方法的试验研究 | |
| 引用本文： | 张开敬 崔锦 胡明 张复平. 桁架式SRC偏压构件计算方法的试验研究[J]. 桥梁建设, 1996, 0(2): 29-34 |
| 作者姓名： | 张开敬 崔锦 胡明 张复平 |
| 作者单位： | [1]西南交通大学教授,610031 [2]不详,610031 [3]铁道部第一勘测设计院工程师,730000 |
| 摘 要： | 结合南昆线南盘江太桥SRCV形斜撑所用桁架式劲性骨架的特点，进行了此类型SRC偏压构件6个试件的试验。根据试验结果．给出了此类SRC偏压构件使用性能和承载能力的计算方法。 |
| 关 键 词： | 桥梁 桁架式劲性骨架 SRC偏压构件 使用性能 承载能力 |
| 修稿时间： | 1996-03-22 |
Experimental Investigation for Calculation Method of Eccentrically Loaded Truss Type SRC Member |
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| Zhang KaiJing;Cui Jin;Hu Ming;Zhang FuPing. Experimental Investigation for Calculation Method of Eccentrically Loaded Truss Type SRC Member[J]. Bridge Construction, 1996, 0(2): 29-34 | |
| Authors: | Zhang KaiJing Cui Jin Hu Ming Zhang FuPing |
| Abstract: | Six specimens of the eccentrically loaded SRC members are experimented for V-shaped supports with truss type stiffening reinforcement for Nanpanjiang River Bridge of Nanning-Kunming Railway and calculation method for determining serviceability and bearing capacity of such kind of members are worked out on the basis of the experiment results. |
| Keywords: | stiff reinforced concrete eccentrically loaded member partial prestressed concrete eontinuous girder with V-shaped support calculation method experimental investigation |
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