2) bridge
[英][brɪdʒ] [美][brɪdʒ]
桥梁
1.
Consideration after the collision incidents involving ships against bridges in the Shaoxing area;
对绍兴辖区船舶触损桥梁事故的思考
2.
The application of overall safety management in the construction of bridge;
全面安全管理在桥梁施工中的应用
3.
The reasonable utility of the bridge drilling waste slag;
论桥梁钻孔废渣的合理利用
3) Bridges
[英][bridʒ] [美][brɪdʒ]
桥梁
1.
Vibration Suppression Characteristics of Multiple Tuned Mass Damper with Its Application to Buffeting Control of Bridges;
多重调质阻尼器制振性能及对桥梁抖振的控制
2.
Seismic fragility analytical methodology for reinforced concrete bridges;
钢筋混凝土桥梁地震易损性分析方法
3.
RC Bridges Dynamic Finite Element Model Updating;
钢筋混凝土桥梁结构动力有限元模型修正
4) girder bridge
梁桥
1.
Calculation method of simply supported to continuous girder bridge is analyzed and compared with load test.
通过对预应力先简支后连续T形梁桥计算方法的研究,并与荷载试验进行对比分析,对预应力简支转连续结构设计计算的方法提出相关的建议,有利于减少计算误差,保证计算结果与实际情况相吻合。
2.
Partly cable-stayed bridge is a new bridge structure between girder bridge and conventional cable-stayed bridge,of which the generation,development and static performance are analyzed and introduced in the paper.
部分斜拉桥是近年来出现处于梁桥与传统斜拉桥之间新的桥梁结构型式,本文分析和介绍了它的产生、发展以及静力性能,并研究了影响其静力行为的两个重要参数——主梁无索区长度和边跨与中跨比,显示这些因素对主梁和主塔的挠度、内力等影响。
3.
This paper presents formulas derivation of externally prestressed tendon stress increment using energy method for simply supported,continuous girder bridges under uniform loadings.
目的探讨均布载荷作用下简支、连续梁桥体外力筋应力增量的简便计算方法。
5) bridge beam
桥梁
1.
Discussion on durability and controlling measures of concrete bridge beam;
浅谈混凝土桥梁的耐久性及控制措施
2.
Discussion on the application of integral no expansion joint bridge beam;
整体式无伸缩缝桥梁的应用浅析
3.
The article discusses the relative relation of the rigidity, strength and bridge pier earthquake and the application of the earthquake isolation design on the bridge beam through the analysis and study of the bridge anti-drop-beam device, and puts forward the design idea of "two-level" sheeting.
该文通过对桥梁防落梁装置的分析研究,讨论了防落梁装置的刚度、强度和桥墩地震相应的关系,及在隔震设计的桥梁上的应用,并提出了“两水准”挡块的设计思想。
6) bridge
[英][brɪdʒ] [美][brɪdʒ]
梁桥
1.
Dynamic analysis of a simple-supported skewed and wide reinforced concrete bridge;
钢筋混凝土简支斜交宽梁桥动力特性分析
2.
Numerical simulation on bridge under a moving load;
梁桥受移动荷载作用的数值模拟
3.
Based on the experiments of 12 reinforced concrete beams,the influence of truck overloads on highway bridge members[BF] [BFQ]s flexural performance is evaluated.
本文结合12根钢筋混凝土梁的超载试验,主要针对不同的预加荷载幅值和不同超载次数对不同配筋率的钢筋混凝土桥梁受弯承载力性能的影响进行研究,分析超载对钢筋混凝土梁桥受弯性能的影响规律。
补充资料:石梁桥
在今浙江温州瓯海藤桥镇寺前村,肇建于南宋乾道八年(1172),建成于淳熙六年(1179)。为三孔梁式石桥,跨度33.3米,桥面宽3.9米。桥墩由块石砌筑,两端外伸3米,成三角体。各孔桥面并排直铺石板梁5条,每条长9米,厚0.5米,重约6吨,系利用潮水涨溶浮运架设,至今数百年未加修缮。桥梁两侧分别直书阴刻肇建和完工年月及出资人姓名。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条