2S-Porch
DYNAMIC ANALYSIS OF A TWO-STORY SIMPLE FRAME
SYSTEM PROPERTIES
OUTLINE
Story 1
Story 2
m =
Mass [Tonne =kN.s^2/m =kN/g]
H =
Height between floors [m]
EI=
Stiffness [kN.m^2]
Define vibration:
ξ =
Damping [%]
TYPE OF MATERIAL
BEHAVIOR TYPE
Select:
Elastic
Bilinear 1
Bilinear 2
TIPO DE EXITACIÓN
OUTLINE
Select:
Linear force function
Tri-linear force function
Harmornic force function
Acceleration record
I =
Magnitude of impulse [kN/s]
DI =
Duration of impulse [s]
Pmax = (I).(DI)
ANALYSIS
MAXIMUM RESPONSE
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Duration:
[s]
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Story 1
Story 2
u
max
=
m
m
Displacement
ů
max
=
m/s
m/s
Velocity
ü
max
=
m/s^2
m/s^2
Acceleration
Columns Story 1
Columns Story 2
F
max
=
kN
kN
Internal force
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GRAPHICS
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