<http://schema.org/description>
"CONTENTS / p5 (0006.jp2)\n&lt;Acknowledgements&gt; / p3 (0004.jp2)\n&lt;Abstract&gt; / p9 (0010.jp2)\nChapter ONE:INTRODUCTION / p1 (0013.jp2)\n1.1 General / p1 (0013.jp2)\n1.2 Objectives / p4 (0016.jp2)\n1.3 Case Studies on Damage of Power Facilities Caused by Past Major Earthquakes / p5 (0017.jp2)\n1.4 Past Technology of Base Isolated structures for General Purposes / p15 (0027.jp2)\nReferences / p29 (0041.jp2)\nChapter TWO:BASIC CONSIDERATION OF BASE-ISOLATION SYSTEMS FROM A VIBRATION THEORY POINT OF VIEW / p34 (0046.jp2)\n2.1 General / p34 (0046.jp2)\n2.2 Responses of Base-isolation System to Harmonic Motion Input / p36 (0048.jp2)\n2.3 Responses of Base-isolation System to Random Motion Input / p40 (0052.jp2)\n2.4 Comparison of Response Waves of Various Base-isolation Systems --Elasto-plastic, Frictional and Viscous Systems-- / p48 (0060.jp2)\n2.5 Summary / p51 (0063.jp2)\nReferences / p65 (0077.jp2)\nChapter THREE:DEVELOPMENT OF NEW BASE-ISOLATION DEVICES / p67 (0079.jp2)\n3.1 General / p67 (0079.jp2)\n3.2 Development of New Base-isolation Device Using Frictional System / p69 (0081.jp2)\n3.3 Development of High-Damping Laminated Rubber Device / p70 (0082.jp2)\n3.4 Development of New Viscous Damper / p74 (0086.jp2)\n3.5 Scale Model Tests on Shaking Table / p77 (0089.jp2)\n3.6 Analytical Simulation of Scale Model Tests--Considering Non-linearity of Restoring Force-- / p81 (0093.jp2)\n3.7 Analysis by Means of Equivalent Linear Method for Elasto-plastic Restoring Force / p84 (0096.jp2)\n3.8 Summary / p87 (0099.jp2)\nReferences / p119 (0131.jp2)\nChapter FOUR:EARTHQUAKE OBSERVATION OF A TRANSFORMER WITH BASE-ISOLATION DEVICES OF FRICTIONAL SYSTEM / p121 (0133.jp2)\n4.1 General / p121 (0133.jp2)\n4.2 Outline of Observation System / p121 (0133.jp2)\n4.3 Results of Observation / p122 (0134.jp2)\n4.4 Numerical Simulation by Sway and Rocking Model / p123 (0135.jp2)\n4.5 Summary / p125 (0137.jp2)\nReference / p134 (0146.jp2)\nChapter FIVE:A DESIGN OF APPLICATION FOR AN ULTRA HIGH VOLTAGE TRANSFORMERS / p135 (0147.jp2)\n5.1 General / p135 (0147.jp2)\n5.2 Assumed Design Condition / p136 (0148.jp2)\n5.3 Base-isolation Design for Transformer / p136 (0148.jp2)\n5.4 Dynamic Analyses / p138 (0150.jp2)\n5.5 Summary / p140 (0152.jp2)\nReferences / p159 (0171.jp2)\nChapter SIX:CONCLUSIONS / p160 (0172.jp2)\nNotation / p165 (0177.jp2)\nList of Figures and Tables / p169 (0181.jp2)\nRelated Publications by the Author / p176 (0188.jp2)\nAPPENDICES /  (0190.jp2)\nAppendix I.Analysis Tool for Non-linear Calculation / p179 (0191.jp2)\nAppendix II.Formulation for Stationary Response of Elasto-plastic System(Superstructure of One Mass Model with Spring and Damper) / p187 (0199.jp2)\nAppendix III.Formulation for Stationary Response of Elasto-plastic System( Superstructure of One Mass Model without Spring and Damper) / p194 (0206.jp2)\n\u535A\u58EB\u8AD6\u6587\n"^^<http://www.w3.org/2001/XMLSchema#string>
<http://ci.nii.ac.jp/naid/500000091987>