●本書の特徴
This book is intended to be used during a "continuing" study by readers who have had steady exposure to ordinary schooling curricula of structural analysis, with the hope that it might provide a reference source for research-oriented engineers as well as for graduate students. A self-contained and nearly encyclopedic presentation of the dynamic theories of structures features the present text, which offers a mechanical/mathematical basis for seismic design of building and civil engineering systems. Enunciated fully is the generally acceptable paradigm with regard to both the description tools of system properties developed in the spatial field and the understanding of oscillational phenomena arising in the time or frequency domain. Then taken up are specific topics proper to the earthquake-induced vibration of structures.
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耐震設計の基礎学理をなす建築･土木分野における構造動力学の体系が，完備された体裁の下に整然と説かれる。時間領域と周波数領域とにおける現象把握のありよう，空間場における系特性の記述形式の諸相といった一般性のあるパラダイム構成を明示して，構造物振動に固有な題材をとりあげた特論を付け加えている。線形論に徹する性格が強く押し出され，系の塑性履歴化に関わった非線形問題へはあえて立ち入らない。ただし，幾何非線形性は対象となる。また，確定関数の世界にとどまって，確率過程としての不規則振動論にはほとんど触れない。それらは本書の限界というよりも，拡散を避けて焦点が十分に絞られる点でむしろ特徴といえよう。動力学の展開に必須の数式表現術や減衰系の振動論，さらに地震動の作用を受ける建築物に即した振動の諸形態などを詳述する。専門技術者･研究者を対象とした生涯学習用の教本ないしは学問体系の秩序化を目指した学術研究書であると共に，基本事項が集約された公式集的な側面をも併せ持つ学術研究書。
●目次
PREFACE
Chapter 1 Oscillation of Simple Pendulums
1.1 Mathematical preliminaries up to Fourier transform
1.2 Time-domain and frequency-domain solutions
1.3 Spectra based on response of simple oscillators
Chapter 2 Dynamics of Lumped-Parameter Systems
2.1 Algebraic eigenvalue problem
2.2 Dynamics of Caughey systems
2.3 Dynamics of Foss systems
2.4 Dynamics of rational systems
Chapter 3 Dynamics of Distributed-Parameter Systems
3.1 Fundamentals for formulations
3.2 Features in mathematical expression solutions
Chapter 4 Difference and Differential Representations of Spatial Characteristics
4.1 Matrix formulations versus difference calculus
4.2 Difference equation expression of uniform systems and corresponding continuous replacement
Chapter 5 Superposition of Modal Peak Responses
5.1 Overlapping and correlation
5.2 Developments of CQC formulation for superimposing peak values
Chapter 6 Dynamics of General Linear Systems
6.1 Fundamental framework in general linear theories
6.2 Developments along complex function theories
6.3 Linear viscoelasticity theory
6.4 Constant-Q damping
Chapter 7 One-Dimensional Wave-Motion
7.1 Wave-motion in distributed-parameter systems
7.2 Dispersion of wave-motion
7.3 Non-dispersive damping
Chapter 8 Topics in Structural Vibrations
8.1 Fundamental period
8.2 Supplements for inertia matrix
8.3 Supplements for stiffness matrix
8.4 Supplements for eigenvalue problem
8.5 Torsional vibration
8.6 Vibration of coupled building-ground systems
BIBLIOGRAPHY
NAMEINDEX
SUBJECT INDEX
●著者紹介
Haruo TAKIZAWA（滝澤 春男）
Born in the suburbs of Tokyo in Jan.1947, HARUO TAKIZAWA majored in architecture and building engineering at the University of Tokyo and obtained his doctoral degree in 1974. His experience includes also a visiting study (1975-1976) at the Earthquake Engineering Research Laboratory, California Institute of Technology.
He had engaged in research and teaching of structural engineering at Hokkaido University from 1974 to 2010. The recipient of a 1999 AIJ Academic Award (Architectural Institute of Japan) for his contribution to the advancement of earthquake-resistant structural analyses.
The author of a monograph, "Dynamic Response of Reinforced Concrete Buildings", published in 1982 from International Association for Bridge and Structural Engineering.
