Research Article

Vibration Reduction Performance of Structures with Viscous Dampers under Near-Field Earthquakes

Table 1

Near-field pulse-type ground motions.

GroupNo.Ground motionComponentPulse period GroupNo.Ground motionComponentPulse period

G1n569San SalvadorNGI2701.02G2n20Northern Calif-03FRN0442.05
n1602Duzce TurkeyBOL0900.88n158Imperial Valley-06AEP0452.44
n4102Parkfield-02 CAC033601.02n159Imperial Valley-06AGR0032.45
n4103Parkfield-02 CAC040900.62n173Imperial Valley-06E103202.06
n4126Parkfield-02 CASC10900.64n569-1San SalvadorNGI1802.33
n4126Parkfield-02 CASC13600.57n1114Kobe JapanPRI0002.83
G3n161Imperial Valley-06BRA2254.24n6906Darfield New ZealandGDLCS35 W2.24
n170Imperial Valley-06ECC0924.31G4n183Imperial Valley-06E082305.39
n180Imperial Valley-06E052304.13n184Imperial Valley-06EDA2705.97
n182Imperial Valley-06E072304.28n185Imperial Valley-06HVP2255.15
n1176Kocaeli TurkeyYPT1504.54n316WestmorlandPTS2255.36
n6911Darfield New ZealandHORCS72 E4.02n1176-1Kocaeli TurkeyYPT0605.12