A modal superposition pseudo-force method for dynamic analysis of structural systems with non-proportional damping

1991 ◽  
Vol 20 (4) ◽  
pp. 303-315 ◽  
Author(s):  
A. M. Claret ◽  
F. Venancio-Filho
Keyword(s):  
Dynamic Analysis ◽  
Structural Systems ◽  
Force Method ◽  
Modal Superposition

DYNAMIC BEHAVIOR OF TELESCOPIC CRANES BOOM

2013 ◽  
Vol 13 (01) ◽  
pp. 1350010 ◽  
Author(s):  
IOANNIS G. RAFTOYIANNIS ◽  
GEORGE T. MICHALTSOS
Keyword(s):  
Dynamic Response ◽  
Dynamic Analysis ◽  
Dynamic Behavior ◽  
Analytical Model ◽  
Constant Velocity ◽  
Steel Beam ◽  
Continuum Approach ◽  
Theoretical Formulation ◽  
Modal Superposition ◽  
Superposition Technique

Telescopic cranes are usually steel beam systems carrying a load at the tip while comprising at least one constant and one moving part. In this work, an analytical model suitable for the dynamic analysis of telescopic cranes boom is presented. The system considered herein is composed — without losing generality — of two beams. The first one is a jut-out beam on which a variable in time force is moving with constant velocity and the second one is a cantilever with length varying in time that is subjected to its self-weight and a force at the tip also changing with time. As a result, the eigenfrequencies and modal shapes of the second beam are also varying in time. The theoretical formulation is based on a continuum approach employing the modal superposition technique. Various cases of telescopic cranes boom are studied and the analytical results obtained in this work are tabulated in the form of dynamic response diagrams.

Modal superposition dynamic analysis on concurrent multiprocessors

1986 ◽  
Vol 3 (4) ◽  
pp. 305-311 ◽  
Author(s):  
Charbel Farhat ◽  
Edward Wilson
Keyword(s):  
Dynamic Analysis ◽  
Modal Superposition
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