Structural Dynamics Summary Sheets

t
gum.IT 1 tnam awmimm position
FIER MI KI Q
a assuming nodamping
assuming Itt rosin wt PE KE
mitkr R Ka M eigenvectors
modeshapes
stiffness mass

eigenvalues
naturalfrequencies

With linearforcebehaviour tn


t.mn Ia eE É Cartesian I Ego
eat
Work
KineticRotationalEnergy

MEEEE
an fail a
Carol L g6 L Y.EE
a. Tcentreotgravit
LntMrI notcoupling
74.916718
EMnEqtETMrI
L TransformedT.M qf9J r


jE
MassMatrix Mr
qq.gg

, Hamilton'sPrinciplemmmm
His 00
Displacements get qt qt gut 91,912913 9mn29 t
99 59 Forces
Momentum
QI Qi Qi Q1
Rt ftp.t pt
Particle Equilibrium incremental incrgyanthent a h
Qi YE Q du dgtdi ÉdÉ
dg.fi
force rateofchange
gym Én gytTi ftp.tdpi

gg gy gy y.yy.gm.g.y
m



28ft Qi dat 0
d

Sw Sefid O

tf t at
SEA UKAEA

SW
IHsq.ie dg


i
µ
Iiswistldt III O


SISW ST dt O
Hamilton's
Principle
SIST SU SEE SW dt 0

, SW SEQ 844g KULA SUSIE
HE 844g 844g SEE SEE dt 0


ftp.t.org sa Lagrange's

gEanaton
Pg Eg Guy.gg




4 iTa
noofDOE
pun
im
MEtKe Q d
assuming I eint
ME
IKER
Er
ItEYq
T.IM
modalmassmatrix modalstiffnessmatrix
diagonal



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