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single column pier
相关语句
  独柱墩
     Approach to Transverse Displacement of High Single Column Pier of Urban Elevated Bridge
     城市高架桥之高独柱墩横向位移探讨
短句来源
     Mechanics Characteristics of Single Column Pier Continuous Box Girder
     独柱墩连续箱梁结构受力特征
短句来源
     Discussion about Structural Design of Monorail Elevated Station Built on T-type Single Column Pier
     单轨“T”型独柱墩高架车站结构设计若干问题探讨
短句来源
     Taking a single column pier continuous girder bridge with one box and two rooms as an example,by comparing and analyzing with grillage analytical method and planar frames method,the paper analyzes the mechanical differences qualitatively between the side web and middle web in a specified condition and describes the mechanics characterics of middle cross diaphram and its influences on inner force distribution of middle web.
     应用梁格法和简单梁法,以单箱双室独柱墩连续箱梁为例进行比较分析,定性的给出其边、中腹板在特定条件下的受力差异; 通过对普通双柱支撑与独柱支撑的对比分析,定性的揭示了独柱墩连续箱梁中横梁的受力特性及其对边中腹板内力分布的影响;
短句来源
     The analysis on integral dynamic behavior of structure of station built on T-type single column pier should be carried out.
     “T”型独柱墩高架车站应进行结构整体动力特性分析。
短句来源
  单柱墩
     Design of Parttially Prestressed Cap Beam on Single Column Pier
     单柱墩部分预应力盖梁设计
短句来源
     The paper introduce a partial prestressing cap beam of single column pier,and discusses stucture of partial prestressing concrete,and how to select prestress degree and structure optimizing,to raise cognition to use partial prestressing concrete structure.
     本文通过对单柱墩部分预应力盖梁的扼要介绍 ,初浅探讨了部分预应力混凝土结构 ,及如何选择预应力度 ,结构优化等问题。 以提高对部分预应力混凝土构件应用和认识。
短句来源
     Then,four models to simulate the pile response are used,It includes a single column pier,a single column pier with 2×2piles,two column piers with2×2piles and with 3×2piles. The aseismic behaviors of the bridge with different piers are comparatively tested ubder the same condition and input data. At last,some conclusions are obtained;
     在此基础上进行了单柱桩墩模型、单柱墩 2× 2模型、双柱墩 2× 2模型和双柱墩 3× 2模型的试验 ,探讨了不同桩基形式和桥墩结构在不同输入地震动下的地震反应规律及结构破坏特征 ,对比研究了单柱墩与双柱墩桥梁抗震性能 ,为进一步验证和研究相互作用理论分析提供了基础数据
短句来源
  “single column pier”译为未确定词的双语例句
     It is proved that the bridge structure is simplified by arranging orthogonal or asymmetry spans and putting skewed bridge orthogonally,and the bridges are consitence with surroundings by taking single column pier and steel box girder with staggered arrangement.
     结果表明,通过采用正交或反对称布孔、斜桥正做等技术措施简化了桥梁结构形式,通过采用独拉墩和错孔布置钢箱梁等施工措施有效地达到了与周围环境相协调目的。
短句来源
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Based on the design of Longchi Overpass Bridge near Nanjingarea, some key tecknical problems concerning the prestrssed concrete curvedbox girder design are highlighted in the paper including the XLY programdeveloped for inputing the parameters automately and efficiently; the SAP5adopted for analyzing the diaphragms and trasversive distribution factorsand the QJX program used for prestressing tendon adjustments. Single-column piers of steel pipe concrete and spherical bearing are designed to...

Based on the design of Longchi Overpass Bridge near Nanjingarea, some key tecknical problems concerning the prestrssed concrete curvedbox girder design are highlighted in the paper including the XLY programdeveloped for inputing the parameters automately and efficiently; the SAP5adopted for analyzing the diaphragms and trasversive distribution factorsand the QJX program used for prestressing tendon adjustments. Single-column piers of steel pipe concrete and spherical bearing are designed to suitthe visual field requirments of an urban overpass bridge.

本文论述位于宁连(南京—连云港)一级公路上的南京龙池镇龙池立交桥的一些关键技术问题。编制XLY程序,对各匝道曲线线型及几何参数进行高效快速计算;采用SAP5程序对弯箱梁的横向分布横隔板作用及独柱偏心影响进行分析,采用QJX综合程序进行预应力配束分析。此外将独柱设计成钢管混凝土柱并采用新型支座——球形支座,使弯桥受力合理,桥梁线型流畅,通行视野开阔。

The time history analysis and the response spectrum method arc used to investigate the aseismic capacity difference between the single-column piers and the double-column piers. The interaction of soil-pile-structure, ductility capacity and other influence factors are discussed in this paper to give some design conception to the aseismic design of beam bridges.

日本阪神大地震中单柱式桥墩的倒塌引起了对此类桥墩结构抗震性能的怀疑,为了认清这种现象;从延性、地震荷载、动力响应等方面对单柱式桥墩和双柱式桥墩的抗震性能作了具体的分析,为梁桥的抗震设计概念提出了一些观点.

The paper introduce a partial prestressing cap beam of single column pier,and discusses stucture of partial prestressing concrete,and how to select prestress degree and structure optimizing,to raise cognition to use partial prestressing concrete structure.

本文通过对单柱墩部分预应力盖梁的扼要介绍 ,初浅探讨了部分预应力混凝土结构 ,及如何选择预应力度 ,结构优化等问题。以提高对部分预应力混凝土构件应用和认识。

 
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