您的位置:汉字大全 > 行业英语 > 建筑 > t shaped pier是什么意思

t shaped pier是什么意思

中文翻译型截面墩

网络释义

1)t shaped pier,型截面墩2)tapered pier,变截面桥墩3)uniform cross section flexibility frusta,等截面柔性墩4)single row pile bent,变截面单排桩墩5)enlargement of main piers sections,增大主墩截面6)nonuniform thin-walled hollow pier,变截面空心薄壁墩

用法例句

    Frequency composition method of tapered pier of tall-piered continuous beam bridge;

    高墩连续梁桥变截面桥墩自振频率计算的频率合成法

    Geometry nonlinearity analyzed of uniform cross section flexibility frusta;

    等截面柔性墩的几何非线性分析

    In this paper, the formulas for calculating the stability of the single row pile bent with varying cross sections are derived by means of an analogy-bar method, and results of numerical examples show that the formulas derived in this paper are not only simple and convenient, but also easy to be adopted in the engineering design.

    本文用比拟杆法推导了变截面单排桩墩临界荷载的计算公式,算例表明本文方法及公式具有计算简便,精度较高,便于在工程设计中应用的特点。

    Design Size of Variable Cross-section Bridge Pier Steel Moulding Plate and Mould Baiting Method

    变截面桥墩钢模面板设计尺寸计算及放样下料方法

    Effect of Pier Section Type on Seismic Response of Curved Continuous Rigid Frame Bridge

    桥墩截面形式对弯连续刚构桥地震响应的影响

    The Cantilever Climbing Form Construction Technology of Variable Section Hollow Thin-walled Pier

    变截面空心薄壁墩悬臂爬模施工技术

    Flexural stiffness of equivalent section of RC piers subjected to earthquakes

    地震作用下钢筋混凝土桥墩有效截面抗弯刚度

    Finite Element Analysis of Skewly-Supported Continuous Box Girder Bridge with Variable Section;

    斜交变截面连续箱梁桥的有限单元法

    Analysis of Transfer Matrix Method by Considering the Self-stability of Variable Cross-section High-pier

    基于传递矩阵法分析考虑自重的变截面高墩稳定性

    From Rayleigh Ritz method of energy theorem, this paper puts forward the critical force calculation method considering the dead weight of the pier, which can also be applied to variable sectional area piers.

    从能量原理的瑞利-里兹法出发,提出了考虑墩身自重,并能运用于变截面墩的临界力计算方法。

    Dynamic Responses Analysis for Non-uniform Beams Subjected to Moving Load with Non-uniform Velocity

    变截面桥梁在变速移动荷载作用下的动力响应

    ANALYSIS OF CURVED CONTINUOUS BOX-GIRDER BRIDGES WITH VARIOUS PLATE THICKNESS BY DOUBLE SPLINE SUBDOMAIN METHOD

    双样条子域法分析变截面连续弯箱梁桥

    STATIC ANALYSIS OF STRAIGHT BOX GIRDER BRIDGES BY SPLINE SUBDOMAIN METHOD

    双样条子域法分析等高度变截面连续直箱梁桥

    Shear Lag Effect Analysis in Box Girder of a Continuous Rigid-Frame Bridge with Varying Depth;

    连续刚构桥变截面箱梁剪力滞效应分析

    Rational Models for Radial Force Effects of Closure Prestressing Tendons in Varied Depth Beam Bridges

    变截面梁桥合龙束径向力效应的合理分析模型

    On construction technology of suspending irrigated variable cross-section prestressed continuous box-girder bridge

    悬浇变截面预应力混凝土连续箱梁桥施工技术

    STUDY ON CALCULATION OF THE ECCENTRIC-LOADED COEFFICIENTS OF THE VARIABLE CROSS-SECTION CONTINUOUS CONCRETE BOX-BEAM

    变截面连续箱梁桥偏载增大系数的计算研究

    Vibration Analysis of Multi-span Continuous Beam Bridges with Non-uniform Cross Section Under Moving Vehicles

    多跨变截面连续梁桥在车辆通过时的振动分析

    The Analysis on Strength and Deformation on High-pier Bridge Pillar Under Seismic Condition

    高墩桥梁在地震作用下墩柱的强度与变形

    Deformation Analysis of Continuous Curved Rigid Frame Bridge with Long-Span and High-Pier;

    大跨高墩曲线连续刚构桥的变形分析

    Construction Deformation Study of Long-span Curve Rigid Frame Bridge with High Piers

    高墩大跨弯连续刚构桥施工变形研究

Copyright © 2022-2024 汉字大全www.hanzidaquan.com All Rights Reserved 浙ICP备20019715号