Structural Dynamics: Theory and ComputationVan Nostrand Reinhold, 1980 - 446 pages This newly revised fourth edition includes all the latest developments and research work in structural dynamics, making it a truly self-contained book on the analysis and design of structures subjected to dynamic forces or earthquake excitations. It thoroughly and progressively covers every kind of structure, from basic structures modeled as single-degree-of-freedom idealizations to more complex discrete systems and continuous systems with distributed mass and elasticity. To enhance clarity and improve understanding of the material, numerous illustrative and detailed examples are provided. Throughout the textbook use is made of the professional program COSMOS and educational programs in structural dynamics, developed by the author. Bridging the gap between the mathematical formulation of a structural dynamic problem and the ultimate numerical solution given by the computer, this comprehensive resource will be of value to advanced undergraduate and graduate structural engineering students as well as professional structural engineers. |
Table des matières
DAMPED SINGLE DEGREEOFFREEDOM SYSTEM | 21 |
RESPONSE OF ONEDEGREEOFFREEDOM SYSTEM | 33 |
5 | 46 |
Droits d'auteur | |
20 autres sections non affichées
Autres éditions - Tout afficher
Expressions et termes fréquents
acceleration acting amplitude applied assumed axial beam segment behavior body calculated CALL Chapter coefficients consider consistent constant CONTINUE corresponding damping damping ratio defined deflection degrees of freedom Determine differential equation displacement dynamic effects elastic element equal equation of motion evaluated Example excitation expressed factor force FORMAT Fourier frame function given gives harmonic Hence incremental indicated initial Input Data integration length linear load mass matrix maximum method modal natural frequencies nodal coordinates normal modes obtain oscillator period plane presented Problem Program READ reduced relation relative respectively response rotation shapes shear building shown in Fig simple single degree-of-freedom system solution solving spectral spring static step stiffness matrix structure subjected subroutine substitution Table tion transformation unit values Variables vibration WRITE written yields zero
Références à ce livre
Advances in Building Technology: (ABT 2002) M. Anson,J.M. Ko,E.S.S. Lam Aucun aperçu disponible - 2002 |