1.
The Research on the Reasonable Structure of Long-span Harp-shaped Cable-stayed Bridge with No Backstays;
大跨无背索竖琴式斜拉桥合理结构型式研究
2.
Of or relating to the lyre or harp.
竖琴的里拉琴或竖琴的或与其有关的
3.
Researching on Mechanical Properties of Long-Span Suspension Bridge and Cable-Stayed Bridge Deck Surfacing under Vertical Static Loading;
大跨径悬索桥与斜拉桥钢桥面铺装在竖向荷载静力作用下力学特性研究
4.
Geometrical Nonlinearity Analysis of Cable-Stayed Bridges Based on CR Formulation
基于CR列式的斜拉桥几何非线性分析
5.
Trial Design of a Proposed Partially Ground-Anchored Cable-Stayed Bridge with a Main Span 1 400 m
主跨1400m部分地锚式斜拉桥方案试设计
6.
Design of Separated Steel Box Girders for Main Shipping Channel Cable-Stayed Bridge of Shanghai Changjiang River Bridge
上海长江大桥主航道斜拉桥分离式钢箱梁设计
7.
The research on the bridge slab transverse stress analysis of the ribbed plate concrete cable stayed bridge
肋板式混凝土斜拉桥桥面板横向应力分析研究
8.
An ancient instrument resembling the lyre.
西塔拉琴一种类似竖琴的古代乐器
9.
Model Test on the Cable-beam Anchorage Structure with Tensile Anchor Plate of Cable-stayed Bridges
斜拉桥锚拉板式的锚固结构模型试验与研究
10.
Study on the Reasonable Pattern of Cable-Girder Anchorage for Steel Cable-Stayed Bridge
钢斜拉桥锚箱式索梁锚固区合理构造型式研究
11.
The cable-stayed bridge with its many geometrical configurations will be applied in great numbers in the future.
多种几何型式的斜拉桥以后将大量采用。
12.
A Study of Dynamic Response for Self-anchored Cable-stayed Suspension Bridge;
自锚式斜拉—悬吊协作体系桥动力响应研究
13.
Static Property Analysis of Self-anchored Combined Cable-stayed Suspension Bridge;
自锚式斜拉—悬索协作体系桥静力性能分析
14.
Seismic Responses Analysis of Self-anchored Cable-stayed Suspension Bridge;
自锚式斜拉—悬索协作体系桥地震反应分析
15.
Research on the Shear Lag Effect of Beams of Cable-Stayed Bridges with Usual Cross Sections;
斜拉桥常用截面形式主梁的剪力滞效应研究
16.
A Study on Analysis Methods and System Performance of Long-span Self-anchored Cable-stayed Suspension Bridge
大跨度自锚式斜拉悬索桥分析方法与性能研究
17.
Study of Control for Seismic Damage Modes of Cable-Stayed Bridge with Multi-Tower
地震作用下多塔斜拉桥失效模式控制研究
18.
Experimental Investigation of Self-anchored Suspension-cable Stayed Bridge
自锚式悬索—斜拉组合体系桥梁模型试验研究