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  建築結構分析軟體RAM   
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  橋樑設計分析軟體  
      RM Bridge  
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RM Bridge V8i 橋樑設計分析軟體     試用版下載

(執行環境:適用於Windows2000/ME/XP/VISTA/7)

(國際知名奧地利TDV unit研發,許多國際及台灣顧問公司採用)

RM Bridge 是一套綜合性的結構工程、設計及分析系統,適合應用於全世界大型、複雜的橋樑。這套系統能夠處理分段式拉索橋 (目前全世界最新、最長的拉索橋)  以及長叉道。RM 提供線性和非線性分析。RM 擁有許多卓越的功能,能夠在第四空間 (時間) 中進行四維橋樑建模,解決施工順序、來往車輛分析,以及抗震與氣候事件 (包括風力) 的問題。


 
要點
 
要點

快訊:

bullet蘇通大橋 (中國江蘇省)
bullet全世界最長的拉索橋,全長
1,088 公尺
bullet能夠抵抗 50,000 噸船隻、
颱風、降雨和颶風的衝擊
bullet軟體:RM Bridge

 

4D static and dynamic design + analysis

for steel, concrete and composite structures  
Structural engineering - Bridge engineering

                              橋樑靜力和動力設計與分析 

·               3D結構的類比使用了一個類似於CAD的前處理器,包括定義平曲線與豎曲線。

·               3D結構用關聯時間軸的4D計算方法來模擬分析。

·               沒有任何橋型和施工順序的限制。

·               程式綜合吸收了14個國際設計標準,在這些標準下進行特定的SLSULS驗算。

·               許多國際顧問公司和全球上千座橋樑的設計都使用這個強有力的工程設計程式。
簡介

 

Quick Facts:

bulletSutong Bridge (Jiangsu Province, China)
bulletWorld's longest cable-stayed bridge, spanning 1,088 meters
bulletCan resist the impact of a 50,000 ton ship, typhoons, monsoons, and tornados
bulletSoftware: RM Bridge
It’s not your average bridge. Sutong Bridge in China’s Jiangsu Province can claim the world’s longest cable-stayed span – 1,088 meters – and the longest cables. China’s Highway Planning and Design Institute (HPDI) designed the bridge in cooperation with a consortium of local and international consultants. For this effort, the team relied on RM Bridge software and the Bentley TDV team.

 

They faced extraordinary challenges due to environmental factors and operational demands. Through extensive analysis using RM software, the Sutong Bridge can withstand earthquakes and a marine monsoon subtropical climate – characterized by heavy rains, fog, typhoons and tornados. In addition, it can resist the impact of a 50,000-ton ship. Complex hydrology and deep bedrock problems were solved by pile caps resting on bored piles sunk into sandy soils.

Sutong underwent sophisticated 4D analyses of the structure’s dynamic behavior under many configurations and conditions over time – in the construction stages as well as the final stage. To address large displacements, designers analyzed geometric nonlinearities, from preliminary design through detailed design.

Multiple investigations looked at the impacts of heavy winds in all conditions of operation. A “best-design” girder cross-section resulted from bearing capacity and wind loading analyses. Using RM, the team optimized distribution of cable forces, minimized stay cable vibrations, and determined stressing for proper cable tension at each stage.

Learn about Bridge Information Modeling

 

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