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A study on the deflection-controlled design of reinforced concrete floor systems under service loading

A study on the deflection-controlled design of reinforced concrete floor systems under service loading

著者
杉野目章 [著]
原本の出版年月日
1992
製作者
国立国会図書館

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書誌情報

資料種別
博士論文
タイトル
A study on the deflection-controlled design of reinforced concrete floor systems under service loading
著者・編者
著者標目
出版年月日等
1992
出版年(W3CDTF)
1992
並列タイトル等
使用荷重下における鉄筋コンクリート床構造のたわみ制御設計に関する研究
授与機関名
北海道大学
授与年月日
平成4年3月25日
報告番号
乙第4061号
学位
工学博士
出版地(国名コード)
JP
NDLC
UT51
UT31
一般注記
博士論文
国立国会図書館永続的識別子
info:ndljp/pid/3060726
コレクション(共通)
障害者向け資料
コレクション(障害者向け資料:レベル1)
コレクション(障害者向け資料:レベル2)
コレクション(個別)
国立国会図書館デジタルコレクション > デジタル化資料 > 博士論文
受理日(W3CDTF)
2011-12-05T13:15:30+09:00
記録形式(IMT)
image/jp2
デジタル化資料送信
図書館・個人送信対象
請求記号
UT51-92-H166
連携機関・データベース
国立国会図書館 : 国立国会図書館デジタルコレクション

目次

  • CONTENTS

    p1

  • TABLE OF CONTENTS

    p1

  • NOTATION

    p9

  • INTRODUCTION

    p1

  • CHAPTER I A BRIEF SURVEY OF THE PAST STUDIES ON OR RELATED TO THE PRESENT SUBJECT OF DEFLECTION CONTROL OF R/C FLOOR SYSTEMS

    p8

  • SECTION 1 A SUMMARY OF THE PAST STUDIES

    p8

  • SECTION 2 CONCEPTIONS,METHODS,TECHNICS,NUMERICAL DATA AND OTHER MATERIALS UTILIZED IN THIS WORK

    p11

  • REFERENCES FOR CHAPTER I

    p14

  • CHAPTER II AN INVESTIGATED INSTANCE OF R/C BUILDING FLOOR BEHAVIOR

    p39

  • SECTION 1 INTRODUCTORY NOTES

    p39

  • 1.SIGNIFICANCE OF FIELD INVESTIGATION FOR THIS STUDY

    p39

  • 2.DEVELOPMENT TO DATE IN RESEARCH SECTORS CONCERNED

    p39

  • 3.DIRECT ROLES OF THIS CASE STUDY

    p40

  • REFERENCES FOR SECTION 1

    p41

  • SECTION 2 FIELD INVESTIGATION

    p43

  • 1.OUTLINES OF THE BUILDING AND DETAILS OF ITS FLOOR STRUCTURE

    p43

  • 2.RESEARCH INTO FLOORS IN SERVICE

    p44

  • 3.INVESTIGATION IMMEDIATELY BEFORE DEMOLITION

    p47

  • 4.SUMMARY AND CONCLUSIONS

    p52

  • REFERENCES FOR SECTION 2

    p54

  • FIGURES AND TABLES TO SECTION 2

    p56

  • CHAPTER III PROPOSED METHODS OF DEFLECTION ANALYSIS

    p78

  • GENERAL DESCRIPTION AND ASSUMPTION

    p78

  • SECTION 1 METHOD-I

    p79

  • §1-A FORMULATION AND ADAPTABILITY CHECK

    p79

  • §1-B METHOD-I-APPLICATION

    p101

  • SECTION 2 METHOD-II

    p119

  • GENERAL CONCEPTION AND ASSUMPTION

    p119

  • §2-A ANALYTICAL SYSTEM FOR BEAMS AND CHECKING OF ITS ADAPTABILITY

    p120

  • §2-B ANALYTICAL SYSTEM FOR SLABS AND CHECKING OF ITS ADAPTABILITY

    p138

  • CHAPTER IV APPLICATION OF THE PROPOSED SYSTEM FOR DEFLECTION ESTIMATION-ADMISSIBLE SECTIONAL DIMENSIONS OF FLOOR ELEMENTS TO BE DESIGNED WITHOUT DEFLECTION CHECK-

    p151

  • GENERAL CONCEPTION

    p151

  • SECTION 1 BEAM DIMENSIONS

    p152

  • OUTLINES

    p152

  • 1.INTRODUCTORY NOTES

    p152

  • 2.EQUATIONS OF EQUIBRIUM AT MEMBER INTERSECTION

    p153

  • 3.CONFIRMATION OF PARTS CONCERNED OF THE AFOREMENTIONED RESULTS

    p155

  • 4.BEAMS AS ELEMENTS OF FLOOR SYSTEM

    p156

  • 5.SUMMARY AND CONCLUDING REMARK

    p158

  • REFERENCES FOR THE FOREGOING PART OF CHAPTER IV

    p159

  • FIGURES AND TABLES TO SECTION 1

    p160

  • SECTION 2 SLAB DIMENSIONS

    p168

  • GENERAL PRINCIPLES

    p168

  • 1.OUTLINES

    p168

  • 2.CALCULATION MODELS

    p169

  • 3.LONG-TIME SLAB DEFLECTION

    p170

  • 4.ADMISSIBLE DEFLECTION OF FLOOR SLABS

    p171

  • 5.FLOOR SLABS CAPABLE OF DESIGN WITHOUT DEFLECTION CHECK

    p172

  • 6.SUMMARY

    p173

  • REFERENCES FOR SECTION 2

    p174

  • FIGURES AND TABLES TO SECTION 2

    p175

  • CHAPTER V SUPPLEMENTARY STUDY-BIBLIOGRAPHIC REVIEW AND/OR FIELD STUDIES ON PRIME SPECIC ASSUMPTIONS FOR DEFLECTION-CONTROLLED FLOOR DESIGN/NOTABLY ON LOAD,DEFLECTION LIMIT AND EFFECT OF EXECUTION WITH INACCURATE DIMENSIONS-

    p183

  • SECTION 1 DEFLECTION LIMIT

    p183

  • REFERENCES FOR SECTION 1

    p184

  • TABLE TO SECTION1(TABLE1)

    p186

  • SECTION 2 SUSTAINED LOADS

    p187

  • §2-A SPECIFIED VALUES IN CODES AND STANDARDS

    p187

  • §2-B INVESTIGATION INTO ACTUAL IMPOSED LIVE LOADS ON A MULTISTOREYED OFFICE BUILDING OF REINFORCED CONCRETE

    p195

  • SECTION 3 A STUDY OF INACCURACY IN DIMENSIONS OF R/C SLABS AND ITS EFFECTS ON THEIR DEFLECTION

    p218

  • 1.INTRODUCTION

    p218

  • 2.FACTORS INVOLVED IN THE VARIATION OF SLAB DEFLECTION

    p219

  • 3.OUTLINES OF DISCUSSED MODELS AND CALCULATION

    p219

  • 4.EFFECT OF MAJOR INFLUENCE AGENTS ON LONG-TERM DEFLECTION CALCULATION RESULTS

    p220

  • 5.SUMMARY

    p223

  • REFERENCES FOR SECTION 3

    p224

  • FIGURES AND TABLES TO SECTION 3

    p226

  • SUMMARY AND CONCLUDING REMARKS

    p233

  • 1.SUMMARY

    p233

  • 2.CONCLUDING REMARKS

    p239

  • REFERENCES FOR SUMMARY AND CONCLUDING REMARKS

    p243

  • ACKNOWLEDGEMENT

    p245

  • APPENDIX-A BRIEF HISTORICAL REVIEW OF THE ENGINEERING LITERATURE ON THE DEFLECTION CONTROL OF R/C FLOOR STRUCTURES/A-1

  • INTRODUCTION

    A-1

  • (A)NON-JAPANESE PUBLICATIONS

    A-1

  • (B)JAPANESE PUBLICATIONS

    A-54