1) short sectional pier
矮断面箱梁
1.
Research of temperature s effect on prestress concrete short sectional pier;
温度对预应力混凝土矮断面箱梁影响研究
2) Bridge Continuous Box girder Beam and T Tepth Beam
箱梁、T型断面梁
1.
of plane stress and plate is used to analysis the Bridge Continuous Box girder Beam and T Tepth Beam.
采用空间薄板有限元方法分析箱梁、T型断面梁的结构计算问题，将箱梁、T型断面梁的各计算部位顶板、底板、肋板以及横隔板等均看作空间的薄板结构，利用平面应力问题和薄板问题的偶合，建立空间薄板的单元矩阵。
3) flat-box girder bridge deck
扁平箱形桥梁断面
4) 3D Aerodynamic Admittance
流线箱型桥梁断面
1.
3D Aerodynamic Admittance Research of Streamlined Box Bridge Decks;
流线箱型桥梁断面三维气动导纳研究
5) bridge deck
桥梁断面
1.
Numerical simulations for aerodynamic derivatives and critical flutter velocity of bridge deck;
数值模拟桥梁断面气动导数和颤振临界风速
2.
An improved stochastic subspace identification method for flutter derivatives of bridge decks
桥梁断面气动导数识别的改进随机子空间法
3.
Nowadays, either wind tunnel tests or CFD (Computational Fluid Dynamics) simulations are time-consuming and inefficient to identify bridge deck flutter derivatives, since a large number of tests or simulations must be performed repeatedly at various reduced wind speeds.
由于需要在不同折算风速下重复进行大量试验或CFD(Computational Fluid Dynamics)模拟,现有风洞试验和CFD方法识别桥梁断面颤振导数耗时且效率低。
6) bridge deck section
桥梁断面
1.
Numerical assessment of static wind loads on bridge deck section based on lattice Boltzmann method
桥梁断面静风荷载的格子Boltzmann方法数值计算
2.
This paper measures the drag, lift and moment of two kinds of typical bridge deck sections with different ratios of width to height (B/H) in TJ-2 wind tunnel.
在TJ- 2风洞中 ,测量了近 2个数量级的雷诺数范围内不同宽高比的 2类桥梁断面的三分力 ;研究了桥梁断面三分力系数雷诺数效应、宽高比对断面三分力系数雷诺数效应的影响 。
3.
Aerodynamically coupling flutter analysis and flutter mechanism for bridge deck sections;
通过对系统竖向和扭转耦合振动运动方程的解耦,将系统振动参数的频率和阻尼比隐式地表达成桥梁断面颤振导数的函数形式,导出了二自由度耦合颤振分析方法。
补充资料：异形断面钢材(见异形断面型材)
异形断面钢材(见异形断面型材)
special section steel
，一、u以uu、’“飞豆on gQngC01异形断面钢材(speeial Seetion steel)见异形断面型材。
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