Matrix Analysis of Structural Dynamics

Applications and Earthquake Engineering
1. Auflage 2000
ISBN: 978-0-8247-0387-5
Verlag: Taylor & Francis Inc

Buch, Englisch, 1016 Seiten, Format (B × H): 183 mm x 257 mm, Gewicht: 1905 g

Reihe: Civil and Environmental Engineering

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.

Autoren/Hrsg.

Cheng, Franklin Y.

Fachgebiete

• Geowissenschaften Geologie Vulkanologie, Seismologie
• Mathematik | Informatik EDV | Informatik Informatik Mathematik für Informatiker
• Geowissenschaften Umweltwissenschaften Umwelttechnik
• Technische Wissenschaften Umwelttechnik | Umwelttechnologie Umwelttechnik
• Technische Wissenschaften Technik Allgemein Mathematik für Ingenieure
• Technische Wissenschaften Bauingenieurwesen Konstruktiver Ingenieurbau, Baustatik

Inhaltsverzeichnis

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.

Über Autor(innen)

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