«Title»

Messina Bridge, Structural Monitoring and Bridge Health System
Messina Bridge Bid design for the Messina Bridge between Italy and Sicily for a major suspension bridge with world record span of 3300m. Detailed design for all monitoring systems for the Messina Suspension Bridge connecting Sicily and Calabria in Italy with a 3300 meter main span. The monitoring systems includes a Control and Management system for monitoring and maintenance planning controlling a SCADA for structural health monitoring system (SHMS), traffic monitoring, railway monitoring, electrical and mechanical monitoring ant anti-sabotage monitoring system.	COWI Group COWI A/S Country Italy Period 2010 - Client Eurolink SpA Recipient
East Bridge, Great Belt Link, Structural Health Monitoring System
East Bridge, Great Belt Link Design, installation and operation of permanent structural monitoring system for high accuracy identification of natural frequencies of East Bridge hangers and fatigue monitoring of the orthotropic deck. The identified natural frequencies are used for control of vibration damper systems attached the long hangers and the fatigue monitoring to evaluate the impact of increased heavy traffic.	COWI Group COWI A/S Country Denmark Period 2007 - Client A/S Storebæltsforbindelsen Recipient
Naini Bridge, Structural Health Monitoring System
Naini Bridge Operation and Maintenance 8 year contract for the National Highway Authorities of India for the operation and maintenance of the Naini cable stayed bridge. Maintenance and supervision for a wind and structural health monitoring system for the Naini Bridge.	COWI Group COWI A/S Country India Period 2006 - Client National Highway Authority of India Recipient
ChongMing Bridge, Structural Health Monitoring System
Chongming Bridge The Shanghai Yangtze River Tunnel and Bridge project will connect Shanghai with the island called Chongming in the Yangtze delta. The crossing is in total about 15 km long and passes a smaller island in between, and the project comprises a twin tube bored tunnel in the southern channel and a bridge in the northern channel. The link is for road traffic and light rail traffic. The bridge is approximately 6 km long and includes a cable-stayed bridge with a main span of about 700 m with a twin box girder. The approach bridges will be a combination of precast segmental 60 m spans and 100 m long composite girder spans. Conceptual design for the ChongMing SHMS was based on a philosophy that the system shall provide an advanced monitoring of the bridge providing few but clearly understandable data in order to: Carry out design checks, Checks on extreme loadings as strong winds, earthquakes and ship impacts, Fatigue, force redistribution and settlement monitoring and Bridge rating and service lifetime calculations. Also a cost break down for the system was given.	COWI Group COWI A/S Country China Period 2005 - 2007 Client Shanghai Yangtze River Tunnel and Bridge Construction Development Co. Ltd. Recipient
MinPu Bridge, Structural Health Monitoring System
Minpu Bridge Elaboration of design for cable-stayed bridge crossing the Minpu River in Shanghai. Conceptual design for the MinPu SHMS was based on a philosophy that the system shall provide an advanced monitoring of the bridge providing few but clearly understandable data in order to: Carry out design checks, Checks on extreme loadings as strong winds, earthquakes and ship impacts, Fatigue, force redistribution and settlement monitoring and Bridge rating and service lifetime calculations. The system will furthermore be able to provide assistance to the bridge maintenance program, in order to optimise the resources used for such works.	COWI Group COWI A/S Country China Period 2005 - 2006 Client Shanghai Municipal Engineering Recipient
Busan - Geoje Immersed Tunnel Structural Monitoring System
Basic design, detailed design and technical assistance during construction for a 3.4 km triple tube road tunnel between Busan and the island of Geoje. The total length of the tunnel will be 4 km including the portals which are constructed as cut and cover structures. The tunnel will consist of 18 precast tunnel elements at a maximum depth of 50 m (world-record). The cross-section contains two traffic tubes each with two lanes and a third tube for service and emergency evacuation. Design of construction structural monitoring system for the Busan - Goeje Fixed Link. This SMS will be a low cost SMS based on well proven sensors and data collection techniques,	COWI Group COWI A/S Country Korea Period 2003 - 2010 Client Daewoo Engineering & Construction Co. ltd. Recipient
Busan-Geoje Fixed Link Project, Structural Monitoring System
Busan-Geoje Fixed Link Project. Basic design, detailed design and technical follow-up during construction of Busan-Geoje Fixed Link Bridges. The project comprises a two tower and a three tower cable stayed bridge with approach bridges. Design of construction structural monitoring system for the Busan - Goeje Fixed Link. This SMS will be a low cost SMS based on well proven sensors and data collection techniques,	COWI Group COWI A/S Country South Korea Period 2003 - Client Daewoo Engineering Construction Recipient
Busan - Goeje Fixed Link, Structural Monitoring System
Busan-Geoje Fixed Link Project. Basic design, detailed design and technical follow-up during construction of Busan-Geoje Fixed Link Bridges. The project comprises a two tower and a three tower cable stayed bridge with approach bridges. Review of conceptual design for a wind and structural health monitoring system for the Busan - Goeje Fixed Link. This SMS will be a low cost SMS based on well proven sensors and data collection techniques.	COWI Group COWI A/S Country Korea, Republic of Period 2003 - Client Daewoo Engineering Construction Recipient
Stonecutters Bridge, Wind and Structural Health Monitoring System
Stonecutters Bridge, D&C. Detailed design of world record breaking cable stayed bridge in Hong Kong. Conceptual design, detailed design and particular specifications for a wind and structural health monitoring system (WASHMS) for the Stonecutters Bridge. This WASHMS will be a state of the art SMS using advanced sensor technology as fibre optic sensors and GPS, based on the newest network designs for distributed data acquisition. The WASHMS will be linked to the bridge maintenance system in order to device a pro-active risk based model for bridge inspection.	COWI Group COWI A/S Country Hong Kong Period 2001 - Client Recipient
ChongMing Bridge, Structural Health Monitoring System
The Shanghai Yangtze River Tunnel and Bridge Project will connect Shanghai with the island called Chongming in the Yangtze delta. The crossing is in total about 25 km long and passes a smaller island in between, and the project comprises a twin tube bored tunnel in the southern channel and a bridge in the northern channel. The link is for road traffic and light rail traffic. The approximately 9.6 km long bridge includes a cable-stayed bridge with a main span of 730 m with a twin box girder. The approach bridges will be a combination of precast segmental 60 m spans and 100 m long composite girder spans. Design review for the ChongMing SHMS. Check of 100 drawings and review comments to system design.	COWI Group COWI A/S Country China Period 2005 - 2008 Client Shanghai Yangtze River Tunnel and Bridge Construction Development Co. Ltd. Recipient
East Bridge, Great Belt Link, Structural Health Monitoring System
East Bridge, Great Belt Link Design, installation and operation of permanent structural monitoring system for high accuracy identification of natural frequencies of East Bridge hangers and fatigue monitoring of the orthotropic deck. The identified natural frequencies are used for control of vibration damper systems attached the long hangers and the fatigue monitoring to evaluate the impact of increased heavy traffic.	COWI Group COWI A/S Country Denmark Period 2004 - 2008 Client A/S Storebæltsforbindelsen Recipient
Messina Bridge, Structural Monitoring and Bridge Health System
The Messina Strait Bridge is a suspension bridge with a main span of 3300 m (world record). The suspended deck comprises two roadway box girders each carrying three lanes and one railway box girder carrying a double track railway. Detailed design for all monitoring systems for the Messina Suspension Bridge connecting Sicily and Calabria in Italy with a 3300 meter main span. The monitoring systems includes a Control and Management system for monitoring and maintenance planning controlling a SCADA for structural health monitoring system (SHMS), traffic monitoring, railway monitoring, electrical and mechanical monitoring ant anti-sabotage monitoring system.	COWI Group COWI A/S Country Italy Period 2005 - 2007 Client Impregilo - IHI JV Recipient
Naini Bridge, Structural Monitoring System
Naini Bridge - Construction Supervision Consultancy services for rendering supervision of the Naini Bridge, a cable stayed bridge in India. Conceptual design, design, tender documents by FIDEC rules, tendering and supervision for a wind and structural health monitoring system for the Naini Bridge.	COWI Group COWI A/S Country India Period 2003 - 2007 Client National Highway Authority of India Recipient
Sutong Bridge, Structural Monitoring and Bridge Health System
SUTONG Bridge, Construction Management. Construction Management Service for the Client. The bridge is a world record span cable stayed bridge. Conceptual design for a wind and structural health monitoring system (WASHMS) for the SuTong Bridge. This WASHMS will be a state of the art SMS using advanced sensor technology as fibre optic sensors and GPS and have advanced capabilities to monitor creep on a large auxiliary bridge to be part of the fixed link, The WASHMS will be linked to the bridge maintenance system in order to device a pro-active risk based model for bridge inspection.	COWI Group COWI A/S Country China Period 2003 - 2007 Client Jiangsu International Recipient
Øresund Link Bridge, Cable Vibration Monitoring
Øresund Link Bridge. Review and optimazing of instaled Structural Monitoring System having problems with data management, data verificatication and false alarms. Adding to the SMS a design of a fatigue monitoring system to avoid fatigue in welding for outriggers supporting cable anchors when submitted to large stress cycles due to large cable vibrations at the Øresund Bridge between Denmark and Sweden. SundLink, Sweden. 2002-2004.	COWI Group COWI A/S Country Denmark Period 2002 - 2004 Client Recipient
Øresund Link Bridge, Cable Vibration Monitoring
Øresund Link Bridge. Planning, monitoring and analysis of automatic remote controlled monitoring system for continuous measurements of cable vibrations. The objective of the system was to identify the cause for induction of significant cable vibrations of the stays.	COWI Group COWI A/S Country Denmark Period 2002 - 2004 Client Recipient
Øresund Bridges, Corrosion Monitoring System
Øresund Bridges. Design specification of structural monitoring system for monitoring risk of corrosion for reinforced concrete structures for 8 km combined road and railway bridge between Denmark and Sweden. Information from corrosion monitoring system will be used for maintenance planning for the bridges.	COWI Group COWI A/S Country Sweden Period 2002 - 2004 Client Sund Link Contractors Recipient
Great Belt Link, System for Assessment of Damping and Wind Induced Response
Great Belt Link Due to girder vibrations induced by vortex shedding, a preliminary monitoring system was designed and installed to assess through response measurements the problems with respect to severity and frequency. The vortex shedding problem was solved by installation of guide vanes. As part of the design calculation, the measured response data was analysed and structural damping was estimated based on a system identification technique with ARMA models and by calibration of natural frequencies with a finite element model.	COWI Group COWI A/S Country Denmark Period 1992 - 2003 Client Great Belt A/S Recipient
Sheikh Jaber Al Ahmed Al Sabah Causeway, Structural Monitoring System
With the construction of the 36 km long causeway linking Kuwait City with the planned Subiyah New Town on the northern side of the Kuwait Bay. The causeway will be a combination of low-level bridges, embankments and transition islands. A main bridge will span the navigation channel and a free flow interchange at the Shuwaikh Port will connect the causeway to the Kuwait City. The environment is very aggressive leading to a large amount of corrosion monitoring sensors. Also the risk of ship impact is taken care of by the structural monitoring system.	COWI Group COWI A/S Country Kuwait Period 2004 - 2002 Client Ministry of Public Works Roads Administration Recipient