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Special Moment Frame have seismic performance at least 80% of the full plastic moment of the beam at 4% of the story drift angle. SMF are expected to withstand significant inelastic deformation during earthquake and can be designed by reducing the amount of frame by up to 30% by applying the Response modification coefficient R value 8.
Chungla City Tower
Doosan Center
USA Hyundai
USA Hyundai Power
Prevention Solution, Earthquake
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The non-welded cladding system is highly effective for seismic performance.
Various types of steel dampers are installed in the building using Low Yield Point steel (HSA80) to control damage to the main beam and column.
The wave panel has the excellent water pressure distribution and reduces sloshing in the event of an earthquake.
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