Published 1982
| Version v1
Journal article
Dynamic analysis of a structure with Coulomb friction
Description
A modal superposition method for the dynamic analysis of a structure with Coulomb friction is presented. The finite element method is used to derive the equations of motion, and the nonlinearities due to friction are represented by a pseudoforce vector. A structure standing freely on the ground may slide during a seismic event. The relative displacement response may be divided into two parts: elastic deformation and rigid body motion. The presence of rigid body motion necessitates the inclusion of the higher modes in the transient analysis. Three single degree-of-freedom problems are solved to verify this method. In a fourth problem, the dynamic response of a platform standing freely on the ground is analyzed during a seismic event
Additional details
Publishing Information
- Journal Title
- Am. Soc. Mech. Eng., [Pap.]
- Journal Volume
- 82-PVP-18
- Series
- Am. Soc. Mech. Eng., [Pap.].
- Journal Page Range
- 10
- ISSN
- 0402-1215
Conference
- Title
- ASME pressure vessel and piping conference.
- Dates
- 27 Jun - 1 Jul 1982.
- Place
- Orlando, FL (USA).
INIS
- Country of Publication
- United States
- Country of Input or Organization
- United States
- INIS RN
- 15049479
- Subject category
- S22: GENERAL STUDIES OF NUCLEAR REACTORS;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- COULOMB ENERGY; DEFORMATION; DYNAMICS; ELASTICITY; EQUATIONS OF MOTION; FINITE ELEMENT METHOD; FRICTION; GROUND MOTION; MECHANICAL STRUCTURES; NONLINEAR PROBLEMS; RESPONSE FUNCTIONS; SEISMIC EFFECTS; VECTORS
- Descriptors DEC
- DIFFERENTIAL EQUATIONS; ENERGY; EQUATIONS; FUNCTIONS; MECHANICAL PROPERTIES; MECHANICS; MOTION; NUMERICAL SOLUTION; PARTIAL DIFFERENTIAL EQUATIONS; TENSORS
Optional Information
- Secondary number(s)
- CONF-820601--.