Matrix Analysis of Structural Dynamics: Applications and Earthquake Engineering / Edition 1

Matrix Analysis of Structural Dynamics: Applications and Earthquake Engineering / Edition 1

by Franklin Y. Cheng
ISBN-10:
0824703871
ISBN-13:
9780824703875
Pub. Date:
10/19/2000
Publisher:
Taylor & Francis
ISBN-10:
0824703871
ISBN-13:
9780824703875
Pub. Date:
10/19/2000
Publisher:
Taylor & Francis
Matrix Analysis of Structural Dynamics: Applications and Earthquake Engineering / Edition 1

Matrix Analysis of Structural Dynamics: Applications and Earthquake Engineering / Edition 1

by Franklin Y. Cheng
$190.0
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Overview

Uses state-of-the-art computer technology to formulate displacement method with matrix algebra. Facilitates analysis of structural dynamics and applications to earthquake engineering and UBC and IBC seismic building codes.

Product Details

ISBN-13: 9780824703875
Publisher: Taylor & Francis
Publication date: 10/19/2000
Series: Civil and Environmental Engineering , #1
Edition description: New Edition
Pages: 1016
Product dimensions: 8.25(w) x 11.00(h) x (d)

About the Author

Franklin Y. Cheng (University of Missouri, Rolla, Missouri, USA).

Table of Contents

Characteristics of free and forced vibrations of elementary systems; Eigensolution techniques and undamped response analysis of multiple-degree-of-freedom systems; Eigensolution methods and response analysis for proportional and non-proportional damping; dynamic stiffness and energy methods for distributed mass systems; dynamic stiffness method for coupling vibration, elastic media and Pdeltal effect; consistent mass method of frames and finite elements; numerical integration methods and seismic response spectra for single- and multi-components seismic input; formulation and response analysis of 3-D building systems with walls and bracings; various hysteresis models of non-linear response analysis; static and dynamic lateral-force procedures and related effects in building codes of UBC-94, UBC-97, and IBC-2000; problems; solutions. Appendices: Lagrange's equation; derivation of ground rotation; vector analysis fundamentals; transformation matrix between JCS and GCS; transformation matrix between ECS and GCS for beam column; transformation matrix and stiffness matrix; of beams column with rigid zone; computer program for Newmark method; computer program for Wilson method; computer program for CQC method; Goel steel-bracing hysteresis model and computer program; Takeda model for RC columns and beams and computer program; Cheng-Mertz model for bending coupling with shear and low-rise shear walls and computer program; Cheng-Lou axial hysteresis model for RC columns and walls and computer program.
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