civil applications

7/28/2019 Civil Applications

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midas Civil- Bridge Project Applications selected worldwide

Ironton-Russell Bridgein USAThe Ironton-Russell Bridge is a single tower cable-stayed girder bridge. Girders are I-shaped steel plate girders.The girders are of a composite system with the concrete deck. The cable system is a dual-plane system consisting

of 70 cables and the tower is made up of reinforced concrete.

Overall bridge lengthMain spanTower heightLocation

Function/usage

DesignerCost of constructionElements

Type of analysis

Over view 1,900 ft950 ft519 ftBetween Ironton, Lawrence County, Ohio, USA and Russell,Greenup County, Kentucky, USARoadway BridgeMichael Baker, Jr., Inc.$110 MillionTruss: 70 / Beam: 2088 / Shell: 2730Construction Stage Analysis with Time-Dependent EffectsCable Tension Optimizat ion / Eigenvalue AnalysisThermal Analysis / Vehicle Load Optimisati on


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Galena Creek Bridgein USAThe Galena Creek Bridge is a concrete arch bridge under construction 5 miles south of Reno, Nevada. The bridge is part of a new freewayconstruction project along I-580 eventually connecting Reno south to the state's capital, Carson City. The six-lane bridge represents

one of the most expensive public works projects ever in the state of Nevada. Once constructed, the 1,700-foot (520 m) Galena Creek Bridgewith its 690-foot (210 m) span over the creek will be the longest concrete arch bridge in the United States.

Overall bridge lengthMain spanLocationFunction/usageDesignerNumber of elements and

element types used

Type of analysis

Over view 525m210mNevada, United StatesRoadway BridgeH. C. Bond, P.E. (of Parsons)Beam: 400Tendon Profile: 10(lumped representative tendons)Constrution Stage Analysis with Time-Dependent EffectsVehicle Load Optimization


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Weirton-Steubenville Bridgein USAThe Weirton-Steubenville Bridge is an asymmetrical cable-stayed bridge with a single tower.The girders are I-shaped steel plate girders with a skewed web at 10. The 52 cables create a dual-plane system.

The concrete deck is treated as a composite system. The tower is reinforced concrete with an inverted Y-shape.In addition to the 3D analysis, a detail analysis for the anchor block has been performed.

Overall bridge lengthMain spanTower heightLocation

Function/usage

ContractorDesignerConsultantYear of completionCost of constructionElementsType of analysis

Over view 1,965 ft820 ft365 ftCrossing the Ohio River between Weirton, West Virginia,USA and Steubenville, Ohio, USARoadway Bridge

S.J. Groves & Sons Co.Michael Baker, Jr., Inc.T.Y. Lin International1989 (opened in May, 1990)$30 MillionTruss: 52 / Beam: 484 / Shell: 13312Constructi on Stage Analysis / Cable Tension Optimisati onDetail Analysis


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US 17 Wilmington By Passin USA Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 316 mNorth Carolina, United StatesRoadway BridgeH. C. Bond, P.E. (of Parsons)Beam: 84Tendon Profile: 256Construction Stage Analysis with Time-Dependent EffectsVehicle Load Optimization


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El Marquz Bridgein Mexico Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 102 mMichoacn, MexicoRoadway BridgeCOPECSA de CVBeam: 2224

Response Spectrum Analys isEigen Value AnalysisVehicle Load Optimization


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La Jabalina Bridgein Mexico Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 191 mDurango, MexicoRoadway BridgeTRIADA SA de CVBeam: 63Tendon Profile: 64Construction Stage Analysis with Time-Dependent EffectsResponse Spectrum AnalysisEigen Value AnalysisVehicle Load Optimization


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Tarango Bridgein Mexico Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 206 mMexico City, MexicoRoadway BridgeCarlos Fernandez Casado S de RLTruss (Cable): 176Beam: 1653Construction Stage Analysis with Time-Dependent EffectsResponse Spectrum AnalysisEigen Value AnalysisVehicle Load Optimization


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Interseccin Elevada Av.Suba x Av. Boyacin Colombia

Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 370 mCali, ColombiaRoadway BridgeGregorio Renteria Ingenieros S. ABeam: 153Tendon Profile: 140Construction Stage Analysis with Time-Dependent EffectsResponse Spectrum AnalysisEigen Value AnalysisVehicle Load Optimization


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New Wear Bridgein United Kingdom Overall bridge lengthTower heightLocationFunction/usageDesignerCost of construction

Number of elements andelement types usedType of analysis

Over view 1,102 ft590 ftSunderland, United KingdomRoadway BridgeTechniker and Hewson Consulting 104 Million

Truss (Cable): 38 / Beam: 1446Plate: 1800 / Tendon Profile: 96Construction Stage Analysis with Time-Dependent EffectsUnknown Load Factor AnalysisEigenvalue AnalysisThermal AnalysisVehicle Load OptimizationSettlement Analysis


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Lazarevsky Bridgein RussiaThe Lazarevsky Bridge has five pairs of cable-stays and ten pairs of rigid anchor trusses.

Overall bridge lengthMain spanTower heightLocationFunction/usageContractorDesignerYear of completionCost of constructionNumber of elements andelement types usedType of analysis

Over view 120 m120 m26 mSaint-Petersburg, RussiaRoadway BridgeMostostroj 6Institute Strojproject2009$ 30 MillionTruss: 10 / Beam: 903Shell: 637Static AnalysisVehicle Load OptimizationEigenvalue AnalysisConstruction Stage Analysis


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Overall bridge lengthMain spanTower heightFunction/usageConsultantNumber of elements andelement types usedType of analysis

FE model by

Over view 400 m200 m75 m (60 m above the deck)Railway BridgeMovares Nederland BVTruss: 56 (Stay cables)Beam: 582 (Deck and Tower)Static AnalysisVehicle Load OptimizationTime History AnalysisBuckling AnalysisA. Steenbrink

Train-Structure InteractionTUDelft/Movares Research ProjectThe bridge is a symmetrical cable-stayed bridge with three spans. The tower is composed of a concrete rectangularhollow section. The main girder i s a truss-girder composed of steel girders, crossbeams and trusses. The center-to-centerdistance of stay cables is 13.33 m at deck and 2 m at tower. The dynamic effect of a train crossing the bridge at highspeed has been investigated.


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Overall bridge lengthMain spanLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 1478.5 m125 mBucharest, RomaniaRoadway / Tramway BridgeC&T Engineering SrlBeam: 3073Plate: 549Nonlinear dynamic time history analysis withLead Rubber Bearing Isolators (LRB) andViscous DampersA. Steenbrink

Basarab viaductin RomaniaThe Basarab Flyover Bypass connects the central rail station with the Grozavesti Bulevardul, across the Dambovita Riverin downtown Bucharest. The 1,479 m Long crossing consists of a 125 m l ong arch bridge over the river,a complex 791 m long road and tramway viaduct, and a 302 m long, 40 m wide cable-stayed bridge over the railway.The new link is completed by three side ramps connecting the flyover with secondary roads at ground level.


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Overall bridge lengthMain spanTower heightLocationFunction/usageDesignerConsultantYear of completionCost of constructionNumber of elements andelement types usedType of analysis

Over view 620 m310 m128 mSaint-Petersburg, RussiaRoadway BridgeInstitute StrojprojectFreyssinet InternationalUnder design$ 20 MillionTruss (Cable): 104 / Beam: 4063Shell: 2288Static AnalysisVehicle Load OptimizationEigenvalue Analysis

Korabelny Farvater Bridgein RussiaThe Korabelny Farvater Bridge has a dual-plane cable system of 54 cables. The concrete deck isa composite system. The tower is reinforced c oncrete.


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Overall bridge lengthMain spanTower heightLocationFunction/usageConsultantNumber of elements andelement types used

Type of analysis

FE model by

Over view 1,520 m600 m150 mAntwerp, BelgiumRoadway BridgeC+E, TUDelftSolid: 7930 (concrete deck) / Shell: 7733 (crossbeams web)Beam: 20151 (crossbeams flange, trusss top and bottom chord and diagonal)Truss: 128 (Stay cables)Construction Stage AnalysisCable Tension OptimizationVehicle Load OptimizationN. Lfgren

Lange Wapper Bridgein BelgiumThe bridge has two asymmetrically inclined pylons and a unique horizontally curved double-deck.The use of an inclined pylon form and a high deck bending stiffness, which is different from classic cable-stayed bridge design,was questioned but it was concluded that it showed the same mechanical behavior as a classic cable-stayed bridge.


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Sernyi Bridgein RussiaThe Sernyi Bridge is designed to be much curved in plan. 16 pairs of cable-stays aresupporting the deck and 8 cable-stays connect the steel towers.

Overall bridge lengthMain spanTower heightLocationFunction/usageDesignerYear of completionCost of constructionNumber of elements andelement types usedType of analysis

Over view 248 m144 m66 m and 48 mSaint-Petersburg, RussiaRoadway BridgeInstitute StrojprojectUnder design$ 50 MillionTruss (Cable): 40 / Beam: 1633Shell: 926Static AnalysisVehicle Load Optimization


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Nga Tu So Overfly Bridgein Vietnam Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 189 mHanoi, VietnamRoadway BridgeVINACONEX, CIPHanoiTruss (Cable): 16Beam: 308Construction Stage Analysis with Time-Dependent EffectsResponse Spectrum AnalysisEigen Value AnalysisVehicle Load Optimization


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Thuan Phuoc Bridgein Vietnam Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 654 mDa Nang, VietnamRoadway BridgeTecco533, CIPHanoiTruss (Cable): 266Beam: 82Response Spectrum AnalysisEigen Value AnalysisLarge Displacement AnalysisVehicle Load Optimization


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Bang Hwa Bridgein South Korea Overall bridge lengthLocationFunction/usageDesignerYear of completionCost of constructionNumber of elements andelement types usedType of analysis

Over view 2,559 mSeoul, South KoreaRoadway BridgeSam An Engineering2000$ 0.2 BillionBeam: 2603

Eigen Value AnalysisResponse Spectrum AnalysisVehicle Load Optimization


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Kum Ga Bridgein South Korea Overall bridge lengthLocationFunction/usageDesignerNumber of elements andelement types usedType of analysis

Over view 795 mChung Ju, South KoreaRoadway BridgeChung Suk EngineeringTruss (Cable): 144Beam: 644Construction Stage Analysis with Time-Dependent EffectsCable Tension OptimizationGeometric Nonlinear AnalysisVehicle Load Optimization


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Young Jong Bridgein South Korea Overall bridge lengthTower heightLocationFunction/usageDesignerYear of completionCost of constructionNumber of elements andelement types usedType of analysis

Over view 4,420 m107 mIncheon, South KoreaRoadway / Railway BridgeU Sin Corporation2000$ 0.9 BillionTruss (Cable): 162Beam: 1930Response Spectrum AnalysisEigen Value AnalysisLarge Displacement AnalysisVehicle Load Optimization


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Incheon Bridgein South KoreaThe Incheon 2nd Bridge is a cable-stayed bridge of a steel deck box supported on two inverted Y-shape main concrete towers.In the model of this bridge the influence of the piled foundation has been included. This holds the record of being the worlds3rd longest cable stay bridge to date.

Overall bridge lengthMain spanTower heightLocationFunction/usageDesignerYear of completionCost of constructionNumber of elements andelement types usedType of analysis

Over view 1,480 m800 m230 mIncheon, South KoreaRoadway BridgeSeoyeong Engineering and Chodai Co., Ltd.2009$ 2.4 BillionTruss (Cable): 176Beam: 1653Construction Stage Analysis with Time-Dependent EffectsCable Tension OptimizationGeometric Nonlinear AnalysisVehicle Load Optimization


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Stonecutters Bridgein Hong KongThe concept is for a cable-stayed bridge with a twin aerodynamic deck suspended from two 295m-highsingle pole towers. These towers will have bases measuring 24m x 18m tapering to 7m diameter at the top,and the deck will allow a navigation clearance of 73.5m over the full entrance to the Container Port.This sets a record of being the worlds 2nd longest cable stay bridge to date for which full erection engineering was carried out.

Overall bridge lengthMain spanTower heightLocationFunction/usageDesignerCost of constructionNumber of elements andelement types usedType of analysis

Over view 1,600 m1,018 m295 mBetween Tsing Yi and Kowloon City, Hong Kong, ChinaRoadway BridgeOve Arup & Partners$355 MillionTruss (Cable): 224Beam: 1638Construction Stage Analysis with Time-Dependent EffectsCable Tension OptimizationGeometric Nonlinear AnalysisEigenvalue AnalysisThermal AnalysisBuckling Analysis

*2nd Longest Cable Stayed Bridge


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Sutong Bridgein ChinaThe total length of the crossing is 8,206m. The main bridge is a double-cable-plane, double-pylon steel box girder cable-stayed bridge.The central span of 1,088m will have a navigation clearance of 62m, which will allow fourth and fifth generation container ships to passthrough in all weather. The bridge and its approaches will be of a six-lane expressway design, with a maximum speed of 100km/h.This sets a record of being the worlds longest cable stay bridge to date.

Overall bridge lengthMain spanTower heightLocationFunction/usageDesignerCost of constructionNumber of elements andelement types usedType of analysis

Over view 8,206 m1,088 m306 mCrossing Yangtze River in China between Nantong and ChangshuRoadway BridgeJiangsu Province Communications Planning and Design Institute$750 MillionTruss (Cable): 272Beam: 760Construction Stage Analysis with Time-Dependent EffectsCable Tension OptimizationGeometric Nonlinear AnalysisEigenvalue AnalysisThermal AnalysisBuckling Analysis

*The Worlds Longest Cable-Stayed Bridge

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