KR101909096B1
|
|
Apartment house of wall type structure reinforcement method using steel frame
|
KR101878425B1
|
|
Seismic retrofit system using FRP panel and construction method thereof
|
KR101880492B1
|
|
Structure Of Connecting Colum And Composite Beam
|
KR101880490B1
|
|
Structure Of Connecting Colum And Composite Beam For Deep Deck
|
KR101894775B1
|
|
Flame resisting epoxy resin for repairing concrete and concrete repairing layer using the same
|
KR101880494B1
|
|
Core wall seismic reinforcement structure and construction method of the same
|
KR101880496B1
|
|
Brace having viscoplastic hybrid damper
|
KR101785877B1
|
|
H-Type Steel Damper
|
KR101753011B1
|
|
Steel slit damper for prevention of out-of-plane buckling and stress concentration
|
KR101640350B1
|
|
Lintel Type Damper Using Shape Steel
|
KR101677671B1
|
|
Clumped access floor having earthquake-resistant coreframe
|
KR101377327B1
|
|
Method for reinforcing seismic capability of existing moment frames buildings of reinforced concrete by section enlargement
|
KR101397800B1
|
|
Method for reinforcing seismic capability of existing moment frames buildings of reinforced concrete by section enlargement
|
KR101397886B1
|
|
Method for reinforcing seismic capability of existing moment frames buildings of reinforced concrete by section enlargement
|
KR101384027B1
|
|
Vibration isolation module for earthquake reduction
|