柱式墩 的英文怎麼說
中文拼音 [zhùshìdūn]
柱式墩
英文
column pier-
The superstructure of the bridge is a three - span ( 80m + 130m + 80m ) continuous rigid frame. the main piers are single - column flexible solid piers, whose foundation are 2. 0m dug piles. the abutments are light - type box abutments, whose foundation are 1. 2m bored cast - in - place piles
該橋上部為80m + 130m + 80m三跨連續剛構；主墩為單柱柔性實體墩，其基礎為2 . 0m挖孔樁；橋臺為輕型箱式橋臺，其基礎為1 . 2m鉆孔樁。After the vibration test and analysis on the chuhe bridge, we drafted to reinforce the bridge ' s double - pillar type light buttresses. we accomplished the testing buttresse reinforcement while under the premises of without railroad break - off. it outlined one of the optical methods to reinforcing the double - pillar buttresses of the whole bridge
通過對滁河特大橋的振動測試分析，確定了該橋雙柱式輕型橋墩的加固方案，並針對在不中斷行車的前提下，研究制定了加固施工工藝，高質量地完成了試驗橋墩的加固工作，為全橋其他雙柱式橋墩的加固提供了可供選擇的優良方案。Widening design of bent cap of cylinder pier platform
柱式墩臺蓋梁的加寬設計Failure or even collapse of bridge structures in past earthquakes were largely. in particular, shear failure of short bridge pier columns is the most dangerous failure pattern due to the brittle nature. consequently, it is quite meaningful to study the seismic resistance performance and retrofitting for reducing bridge damages and losses
從已建橋梁在歷次地震中破壞的共同特點可以看出:現代混凝土橋梁結構中，因鋼筋混凝土橋墩破壞導致橋梁嚴重破壞甚至倒塌，已成為橋梁震害的主要特點，特別是橋梁短柱的破壞尤為嚴重，而脆性剪切破壞是鋼筋混凝土短柱最為危險的破壞方式之一。Research on the linearity seismic response analysis of the split mounting type double - cylinder pier
拼裝式雙柱橋墩的線性地震反應分析研究A probe into the calculation method on coping ' s internal force of pillar pier
柱式橋墩蓋梁內力計算方法探討By extending the calssical fluid mechanism result about the flow field round a pier to two piers, the formula of the deflection degree of flow direcrion is deduced with the assumption that the field around two piers simulates that of one pier
將流體力學中圓柱繞流經典理論的成果推廣應用於雙圓柱橋墩的情況，假設單橋墩的繞流流場可以按照一定的規律疊加，推導出圓柱形墩斜交橋梁橋下水流流向偏轉角度的計算公式。Based on a regress analysis of the results of 74 columns models from eight different tests, an empirical formula for calculating the residual shear strength of reinforced concrete bridge columns is derived. and compare the formula to them proposed by the current codes
通過對得自8次不同試驗的74根鋼筋混凝土墩柱模型試驗結果的回歸分析，最終建議了一種考慮軸壓比影響和延性水平影響的強震動下，鋼筋混凝土橋墩殘余剪切強度的實用計算公式，並與國內外現行規范公式進行對比。Also this paper analyzes the effect of different substructure constraint conditions or the size of pier on pier and beam in the light of the use of single - line piles with large diameter, taking into account the mutual effect of pile - earth - structure and the typical mechanic model used. with the analysis result of construction and traffic stages, the suggestion that single - line piles with large diameter claim precedence over all others is submitted in the design of continuous rigid - framed bridge of middle span
對單壁樁柱式橋墩的連續剛構而言，當墩身尺寸改變時，墩身抗推剛度武漢理工大學碩士學位論文亦相應改變，從而對墩身及樁基受力影響顯著，且墩身受力與自身承載能力所要求的橋墩剛度成反比。分享友人