spandrel

  • 网络拱肩
spandrelspandrel

noun

1
an approximately triangular surface area between two adjacent arches and the horizontal plane above them
Synonym: spandril

数据来源:WordNet

  1. Study on the Stability of the Spandrel Groove High Slope of Jinping Hydroelectric Power Station

    枯叶拱肩网蛾生物学特性的初步研究锦屏一级水电站拱肩槽边坡稳定性研究

  2. Analysis of Stability for the Right Spandrel Groove Slope of Jinping I Hydropower Station

    锦屏一级水电站右岸拱肩槽边坡稳定性分析

  3. Influence of Loading Sequence on Main Arch Ring in Spandrel Construction

    拱上建筑加载顺序对主拱圈的影响

  4. Simplified model of nonlinear analysis on spandrel deep beams of reinforced concrete tube structure

    钢筋混凝土筒体结构裙深梁非线性分析简化模型

  5. Theoretical Analysis and Experimental Study on the Spandrel Braced Arch Flume

    桁架拱渡槽理论分析和试验研究

  6. Study on Influence of Spandrel Beam on Lateral Stiffness of Flat Plate Structures

    边梁对板柱结构侧向刚度影响的研究

  7. Research on strengthening technology of stone arch bridge based on dead load adjusting of spandrel structure

    拱上恒载调整的石拱桥加固改造研究

  8. Effect of the Spandrel on the Lateral Stability of Arch

    拱上结构对拱桥横向稳定性的影响

  9. The seismic performance of flat plate structure can be improved by the spandrel beam .

    板柱结构的周边布置边梁可以提高结构的抗震性能。

  10. Optimal Design of Axis of Main Arch Ring for Open Spandrel Arch Aqueduct

    空腹拱式渡槽主拱圈轴线的优化设计

  11. Mechanical Performance Analysis of Open Spandrel Rigid-Framed Arch Bridge

    空腹式刚架拱桥受力特性分析

  12. Ultimate Bearing Capacity Analysis of Long-Span Stone Arch Bridge with Arched Spandrel Structure

    大跨径拱式拱上结构石拱桥极限承载力分析

  13. A new layout of prestressed cables in concrete frame spandrel beams is present .

    提出一种混凝土框架边梁预应力筋的新束型。

  14. Temperature measuring and study of open spandrel rigid-framed arch bridge with box cross section

    箱型截面空腹式刚架拱桥温度场的实测与研究

  15. Open spandrel beam is under the combined action of tension and bend ;

    空腹段梁体为拉弯作用;

  16. A Study on Strength and Hysteretic Loop of Spandrel Beams with FEM

    裙梁强度及滞回曲线的有限元分析

  17. The Application of Aerated Concrete Block to Large-span Arch Bridge Spandrel Fill

    加气砼砌块在大跨径拱桥拱上填料中的应用

  18. Discussion of spandrel Beams ' torque of the prestressed long-span floor beams system

    大跨度预应力混凝土次梁结构体系中的边梁受扭问题浅析

  19. Study on new layout of prestressed cables subjected to combined loads for frame spandrel beams

    框架边梁中复合抗力预应力筋新束型的研究

  20. The application of finite element method in analysising arch dam spandrel 's stabilization degree of safety

    有限元法在分析拱坝坝肩稳定中的应用

  21. THE WALL The performance analysis and numerical simulation on horizontal projection and spandrel in preventing fire vertical spread

    挑檐和窗槛墙阻止火灾竖向蔓延性能的数值模拟分析

  22. How the Spandrel Arch Arrangements of the Open Spandrel Bridge Effects the Combined Action

    关于空腹拱桥腹拱布局对联合作用的影响

  23. Analysis on stability of the spandrel groove high slope of Jinping-I power station using three-dimensional finite element method

    锦屏Ⅰ级水电站开挖边坡稳定性三维有限元分析

  24. Validated the change girder-arch spandrel construction method to improve the structure bearing capacity was correct and feasible .

    验证改梁拱式拱上建筑加固法提高拱桥承载力的正确性和可行性。

  25. Compatibility Torsion Test of Spandrel Beam with Cast-in-Place Slab in Long-Span PC Secondary Beam Floor System

    带板大跨度预应力次梁楼盖边主梁协调扭转试验

  26. Analysis and Evaluation on Stability of Slope at Left Spandrel Groove of Jinping First Stage Hydropower Station in Construction

    锦屏一级水电站左岸拱肩槽边坡施工期稳定性分析与评价

  27. Static and dynamic behavior of three-span continuous prestressed concrete rigid framed arch bridges without spandrel members

    三跨连续无腹杆预应力混凝土刚架拱桥的静动力特性

  28. Finally , the influences of the spandrel structure and the arch mass distribution mode upon the structural dynamic behavior are studied .

    讨论了拱上建筑和拱圈质量分布模式对结构动力特性的影响。

  29. The influence on seismic performance of spandrel walls in masonry structures is a problem which is always been ignored .

    窗下墙的对结构抗震性能的影响一直以来是被人们忽视的一个问题。

  30. The thrust at spring of spandrel arch makes it different between compound arch bridge and ordinary arch bridge .

    复拱桥腹拱拱脚对主拱有较大水平推力作用,这一水平推力使得复拱桥受力与普通拱桥有所不同。