Matrix Analysis of Structural Dynamics

Applications and Earthquake Engineering

AvFranklin Y. Cheng

Inbunden, Engelska, 2000

Del i serien Civil and Environmental Engineering

2 231 kr

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Beskrivning

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.

Produktinformation

Utgivningsdatum:2000-10-19
Mått:210 x 280 x undefined mm
Vikt:2 040 g
Format:Inbunden
Språk:Engelska
Serie:Civil and Environmental Engineering
Antal sidor:1 016
Förlag:Taylor & Francis Inc
ISBN:9780824703875

Utforska kategorier

Geovetenskap inom Naturvetenskap och teknik
Teknik: allmänt inom Naturvetenskap och teknik
Systemvetenskap och AI inom Data och IT

Mer om författaren

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

Recensioner i media

"…informative, comprehensive, and altogether stupendous. … one of the best books ever written on the subject. The wealth of information contained in this book is astounding. It not only educates but inspires its readers … a must-read treatise for all students and professionals."-Journal of Structural Engineering". . .functions as a self-study unit. . . .well presented and easy to follow."-Structural Engineering and Mechanics

Innehållsförteckning

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.