崖门

GPS技术在崖门5000t级出海航道疏浚工程中的应用

Application of GPS Technique in Yamen 5000 DWT Seaward Waterway Dredging Engineering

应用大型TMD抑制崖门大桥RC桥塔的抖振响应

Applied TMD to suppressing buffeting response of RC pylon tower on Yamen cable - stayed bridge

非结构网格FVM模型及崖门水道三维模拟研究

Unstructured grid FVM model and 3-D simulation studies on Yamen Channel

最后，结合崖门大桥的桥塔施工进行实例TMD减振分析，实测结果表明TMD的减振效果非常好但其设计过程也很复杂。

It is demonstrated that the reduction of vibration by TMD to the tower of bridge is very effective despite the complicity involved in the design process .

为研究TMD对崖门桥塔的减振效果而进行的风洞试验表明，用于该桥塔的TMD设计合理，对桥塔的横桥向抖振有较好的抑制作用。

The results of the wind tunnel test , which were made to research the effect of TMD indicates the TMD was suitable and useful for Yamen bridge pylon tower .

本文基于崖门大跨越钢管塔为工程背景，通过节点静力缩尺加载试验和有限元建模计算验证塔身上若干TY型节点、K型节点设计的可靠性，并验证了用有限元计算代替试验的可能性。

Based on the project of YaMen long-span transmission tower , several reduced scale tubular K-joints and TY-joints are tested and finite element models are analyzed too . The reliability of design are verified , and the feasibility of finite element methods instead of experiments is testified .

崖门大桥收缩、徐变效应的计算与分析

Calculation and Analysis of Shrinkage and Creep Effect of Yamen Bridge

崖门大桥主梁施工测量

Construction Survey Control of Prestressed Concrete Box Girder in Yamen Bridge

崖门大桥主桥局部有限元分析

Finite Element Analysis for Locality of Main Spans of Yamen Bridge

崖门大桥施工监控的技术流程与主要成果

Technique Process and Chief Results of Construction Control for Yamen Bridge

广东崖门大桥主桥结构分析与设计

Analysis and Design of Main Structure of Guangdong Yamen Bridge

崖门大桥施工阶段风致振动时域分析

Time Domain Analysis of Wind-Induced Vibration of Yamen Bridge at Erection Stage

崖门大桥主梁牵索挂篮施工模拟计算

Simulation Calculation for Construction with Guyed Traveler for Main Girder of Yamen Bridge

崖门大桥施工过程中温度影响的分析、实测与补偿

Analysis , Measurement and Compensation for Temperature Effects During Construction of Yamen Bridge

崖门大桥主墩防撞套箱施工

Main girder protective shell construction of Yamen bridge

崖门出海航道疏浚工程潮流泥沙变化数值模拟

Numerical Simulation of Tidal Current and Sediment for Dredging Project in Yamen Sea Channel

崖门大桥桥面沥青混凝土铺装施工工艺的研究与实施

Study and Application of Construction Techniques for Paving Asphalt Concrete on Yamen Bridge Deck

崖门大桥标准节段施工技术

Construction Techniques for Standard Segments of Yamen Bridge

崖门大桥总体设计与分析

Overall Design and Analysis of Yamen Bridge

考虑材料与荷载变异时崖门大桥施工阶段随机分析

Stochastic Analysis of Yamen Bridge at Erection Stage in Consideration of Variant Material and Loading Parameters

珠江崖门出海口大气边界层特征分析

An analysis on the characteristics of atmospheric boundary layer in Yamen , zhujiang River Estuary Area

崖门大桥斜拉索施工

Stay Cables Construction of Yamen Bridge

珠江口崖门鲈鱼年龄和生长的研究

Age and growth of the Japanese see bass ( lateolabrax japonicus ) in Yamen outfall of Pearl River Estuary

研究的主要结论有：（1）经过平稳性和各态历经性检验，凤凰一桥和崖门大桥抖振响应过程具有广义平稳性和广义各态历经性。

Buffeting response processes of the Phoenix Bridge and the Yamen Bridge are stationary and ergodic by close verification .

公元1279年发生在广东的宋元崖门战役（厓山）标志着南宋王朝（960&1279）的灭亡。

The Battle of Yamen ( Yashan ) 1279 in Guangdong marked the end of the Southern Song Dynasty ( 960-1279 ) .

将论文所采用的计算模式分别运用于实验室的水槽实验，胶州湾附近的水沙输运以及崖门附近粘性泥沙输运的研究，计算的结果与实际物理现象较为吻合。

It applies these methods into laboratory flume experiment , tidal flow and sediment transport in JiaoZhou Bay nearby and Yemen waterway in the paper .

本文依托广东崖门大桥桥面铺装为工程实践，对大跨径混凝土桥梁桥面铺装进行系统的研究。

Deck overlay of long span concrete bridge is studied systematically , based on engineering of deck overlay of Yamen Bridge in Guangdong province in this dissertation .

介绍了涪陵乌江二桥双塔单索面斜拉桥主梁的构造，通过与广东崖门大桥的对比，确定了涪陵乌江二桥主梁施工挂篮方案，并详细介绍了挂篮的设计。

Based on the comparison with the Yamen Bridge in Guangdong , the traveler construction scheme of the Wujiang Second Bridge was designed , and the design of the traveler was introduced in detail .

广东省西部沿海高速公路新会段崖门大桥工程技术要求高，施工难度大，工程项目施工管理复杂。

Yamen Bridge , on Xin Hui Section of coastal expressway in the west of Guangdong Province , is of high grade technical requirements in design , more difficulty in construction and more complication in project management .

根据1990年崖门试挖槽回淤资料确定公式中待定的综合系数.在此基础上估算极端水文条件下不同方案的回淤强度与回淤量，并进行了相应的分析。

Then , the comprehensive coefficient of the formulas was determined based on the sediment deposition data of the Yamen waterway during a trial dredging process in 1990.With the formulas , the intensity and amount of deposition in different schemes under extreme hydrological conditions were evaluated and analyzed .