Innovation is our DNA
Vortex Induced Vibration on Building : Shenzhen Building Case study
The 356m-high SEG Plaza first began shaking on Tuesday afternoon (May 18), causing an evacuation of people inside while pedestrians looked on in horror run outside building. SEG Plaza is a skyscraper in Shenzhen, Guangdong Province, China. Completed in 2000 and located at the junction of Shennan Road and Huaqiangbei Electronics Market, it stands 356… Continue Reading →
Musi VI Bridge is planned to cross the Musi River in Palembang City, South Sumatera Province, Indonesia. The main span is a steel arch type with 200 m length and side span length is 75 m. Finite element analysis results showed that the bridge has frequency ratio for torsional and heaving mode (torsional frequency/heaving frequency)… Continue Reading →
Wind Resistant Design of Long Span Bridge at Big Indonesian Canyon
Ngarai Sianok Bridge consists of 3 main spans, each is 170 m. It also has 2 side spans with 87.5 m long. The two center pylons are 173.6 m tall while the height of other 2 pylons is 91 m. Deck is hybrid type that consists of prestressed box girder part, longitudinal steel stringer, cantilever… Continue Reading →
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