Matrix analysis of structural dynamics : applications and earthquake engineering
著者
書誌事項
Matrix analysis of structural dynamics : applications and earthquake engineering
(Civil and environmental engineering, 4)
Marcel Dekker, 2000, c2001
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注記
Includes index
内容説明・目次
内容説明
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.
目次
- 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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