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
大学図書館所蔵 全19件
  青森
  岩手
  宮城
  秋田
  山形
  福島
  茨城
  栃木
  群馬
  埼玉
  千葉
  東京
  神奈川
  新潟
  富山
  石川
  福井
  山梨
  長野
  岐阜
  静岡
  愛知
  三重
  滋賀
  京都
  大阪
  兵庫
  奈良
  和歌山
  鳥取
  島根
  岡山
  広島
  山口
  徳島
  香川
  愛媛
  高知
  福岡
  佐賀
  長崎
  熊本
  大分
  宮崎
  鹿児島
  沖縄
  韓国
  中国
  タイ
  イギリス
  ドイツ
  スイス
  フランス
  ベルギー
  オランダ
  スウェーデン
  ノルウェー
  アメリカ
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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