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국내 최대 정보 기계·건설 공학연구정보센터
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  • 마운팅프레스 Mecapress 3
  • 물성치테이블

    Maximum drift ratio of the 15-story frame

    2017-11-30

    International Journal of STEEL STRUCTURESB: bare frame and W: frame with damper - pTable 8.

    Maximum drift ratio of the 10-story frame

    2017-11-30

    International Journal of STEEL STRUCTURESB: bare frame and W: frame with damper - pTable 7.

    Maximum drift ratio of the 5-story frame

    2017-11-30

    International Journal of STEEL STRUCTURESB: bare frame and W: frame with damper - pTable 6.

    영문 : Maximum roof acceleration of the models with and without dampers under 7 earthquake records

    2017-11-30

    International Journal of STEEL STRUCTURESB: bare frame and W: frame with damper - pTable 5.

    영문 : Maximum base shear of the models with and without dampers under 7 earthquake records

    2017-11-30

    International Journal of STEEL STRUCTURESB: bare frame and W: frame with damper - pTable 4.

    영문 : Maximum displacement of the models with and without dampers under 7 earthquake records

    2017-11-30

    International Journal of STEEL STRUCTURESB: bare frame and W: frame with damper - pTable 3.

    영문 : Mode I parameters for loading force, 20N

    2016-11-11

    한국정밀공학회지 제 33권 제 10호 p.867B: bare frame and W: frame with damper - pTable 1

    영문 : Mode contribution ratio hz of model A

    2016-07-01

    Intrenational Journal of steel Structures Dec.2015 Vol.15 No.04B: bare frame and W: frame with damper

    영문 : Motor shaft rotational inertia

    2016-06-14

    Journal of Mechanical Science and Technology Jan.2016. Vol.30 Num.01)B: bare frame and W: frame with damper

    영문 : Mass and CM position

    2016-06-13

    Journal of Mechanical Science and Technology Jan.2016. Vol.30 Num.01B: bare frame and W: frame with damper

    Maximum values across the thickness of the shell of

    2016-06-08

    International Jouranal of Steel Structures Dec.2015 Vol.15 No.04a/R=∞,a/b=1,a/h=30,K2=5/6,P=BaTiO3,and M=CoFe2O4, measured at the node coordinate equal to(x=0.75a,y=0.25b

    영문 : Material properties of beams

    2016-06-07

    International Jouranal of Steel Structures Dec.2015 Vol.15 No.04a/R=∞,a/b=1,a/h=30,K2=5/6,P=BaTiO3,and M=CoFe2O4, measured at the node coordinate equal to(x=0.75a,y=0.25b

    영문 : Mode contribution ratio and effective mass ratio

    2016-06-03

    International Jouranal of Steel Structures Dec.2015 Vol.15 No.04a/R=∞,a/b=1,a/h=30,K2=5/6,P=BaTiO3,and M=CoFe2O4, measured at the node coordinate equal to(x=0.75a,y=0.25b

    영문 : Mode contribution ratio and effective mass ratio

    2016-06-03

    International Jouranal of Steel Structures Dec.2015 Vol.15 No.04a/R=∞,a/b=1,a/h=30,K2=5/6,P=BaTiO3,and M=CoFe2O4, measured at the node coordinate equal to(x=0.75a,y=0.25b

    영문 : Mode contribution ratios hx,hy and hx of model B

    2016-06-03

    International Jouranal of Steel Structures Dec.2015 Vol.15 No.04a/R=∞,a/b=1,a/h=30,K2=5/6,P=BaTiO3,and M=CoFe2O4, measured at the node coordinate equal to(x=0.75a,y=0.25b

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