Matrix analysis of structural dynamics : applications and earthquake engineering

著者

    • Cheng, Franklin Y.

書誌事項

Matrix analysis of structural dynamics : applications and earthquake engineering

Franklin Y. Cheng

(Civil and environmental engineering, 4)

Marcel Dekker, 2000, c2001

大学図書館所蔵 件 / 19

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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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