00882nam0-22003131i-450-99000696047040332120010926000696047FED01000696047(Aleph)000696047FED0100069604720010926d1967----km-y0itay50------baengUSGBy-------001yyFiscal Harmonization in Common Market[edited by] Carl S. ShoupNew YorkLondonColumbia University Pressc19672 v.24 cm1.: Theory2.: Practice339.5220itaShoup,Carl S.ITUNINARICAUNIMARCBK990006960470403321XIV D 22683560FGBCX Q 13994644FGBCFGBCFiscal Harmonization in Common Market702352UNINA05040nam 2200661 450 991082299100332120230119221324.01-4831-8096-4(CKB)3710000000220494(EBL)1677275(SSID)ssj0001396843(PQKBManifestationID)11800539(PQKBTitleCode)TC0001396843(PQKBWorkID)11414817(PQKB)10231924(MiAaPQ)EBC1677275(EXLCZ)99371000000022049420731212d1967 uy 0engur|n|---|||||txtrdacontentcrdamediacrrdacarrierTall buildings the proceedings of a symposium on tall buildings with particular reference to shear wall structures, held in the Department of Civil Engineering, University of Southampton, April 1966 /editors, A. Coull, B. Stafford SmithFirst edition.Oxford ;New York :Symposium Publications Division, Pergamon Press,1967.1 online resource (638 pages)Sponsored by the University of Southampton and the Civil Engineering Research Association.1-322-05408-8 0-08-011692-2 Includes bibliographies.Front Cover; Tall Buildings; Copyright Page; FOREWORD; Table of Contents; PREFACE; LIST OF PARTICIPANTS; SECTION 1: WIND LOADING; CHAPTER 1. THE TREATMENT OF WIND LOADING ON TALL BUILDINGS; INTRODUCTION AND SCOPE; OBSERVATIONS OF THE BEHAVIOUR OF TALL BUILDINGS IN THE WIND; THE RELATIONSHIP OF METEOROLOGICAL FACTORS TO WIND LOADING; DYNAMIC ACTION OF THE WIND; DESIGN CRITERIA AGAINST WIND; APPROACHES TO DESIGN AGAINST WIND; REFERENCES; DISCUSSION; SECTION 2: DESIGN AND CONSTRUCTION; CHAPTER 2. PLANNING CONCEPTS USING SHEAR WALLS; SUMMARY; INTRODUCTION; DEFINITION; PLANNINGPLAN FORMS USING SHEAR WALLS CONCLUSION; ACKNOWLEDGMENTS; REFERENCES; DISCUSSION; CHAPTER 3. SHEAR WALL STRUCTURES-DESIGN AND CONSTRUCTION PROBLEMS; SUMMARY; INTRODUCTION; ANALYSIS OF SHEAR WALLS; WIND AND VIBRATION EFFECTS; DEFLECTION; METHODS OF CONSTRUCTION; PRECAST CONSTRUCTION; FOUNDATIONS; MODEL ANALYSIS; SECONDARY STRESSES; REFERENCES; DISCUSSION; CHAPTER 4. THE USE OF SHEAR WALLS IN HIGH BUILDINGS; SUMMARY; SHEAR WALLS IN HIGH BUILDINGS; CHAPTER 5. SHEAR WALL CONSTRUCTION IN SYSTEM BUILDING; SUMMARY; INTRODUCTION; DEVELOPMENT; CURRENT PRACTICE; STRUCTURAL DESIGN; CONSTRUCTIONAL DETAILSHIGH MAISONETTE BLOCKSWALL PANEL REINFORCEMENT; CONCLUSION; DISCUSSION; CHAPTER 6. DESIGN CONSIDERATIONS; SECTION 3: RESEARCH; (a) THE PRESENT STATE OF RESEARCH; CHAPTER 7. ANALYSIS OF SHEAR WALL STRUCTURES (A Review of Previous Research); INTRODUCTION; 1. SHEAR WALL STRUCTURES; 2. SHEAR WALLS COMBINED WITH FRAMES; 3. INFILLED FRAMES; ACKNOWLEDGMENTS; REFERENCES; SUPPLEMENT; (b) COUPLED SHEAR WALLS; CHAPTER 8. THE INTERACTION OF SHEAR WALLS CONNECTED SOLELY THROUGH SLABS; SUMMARY; INTRODUCTION; PART 1 : MODEL STUDIES; PART 2 SIMPLIFIED THEORYAPPENDIX 1. DERIVATION OF THE FORMULAS FOR MAXIMUM LAMINAE SHEAR AND ITS LOCATION APPENDIX 2. SAMPLE CALCULATION USING SIMPLIFIED THEORY; REFERENCES; DISCUSSION; CHAPTER 9. MULTISTOREY PIERCED SHEAR WALLS OF VARIABLE CROSS-SECTION; SUMMARY; 1. INTRODUCTION; 2. DETERMINATION OF STRESSES IN EACH SEPARATE WALL UNIT; 3. NUMERICAL EXAMPLE; 4. CRITICAL REMARKS AND CONCLUSIONS; ACKNOWLEDGMENT; NOTATION; REFERENCES; DISCUSSION; CHAPTER 10. THE ANALYSIS OF INTERCONNECTED SHEAR WALLS BY ANALOGUE COMPUTATION; INTRODUCTION; DERIVATION OF EQUATIONS; ANALOGUE COMPUTATION; EXAMPLES; CONCLUSIONSACKNOWLEDGMENT NOTATION; REFERENCES; DISCUSSION; CHAPTER 11. LATERAL STIFFNESS OF SHEAR WALLS WITH OPENINGS; 1. INTRODUCTION; 2. DISCUSSION OF THE VARIABLES INVOLVED; 3 . METHODS OF ANALYSIS; 4. COMPARISON OF METHODS; 5. COMMENTS ON FACTORS AFFECTING STIFFNESS; CONCLUSION; ACKNOWLEDGMENT; APPENDIX 1. BEAM STIFFNESS MATRIX FOR WIDE COLUMN FRAME; REFERENCES; DISCUSSION; CHAPTER 12. THE EFFECT OF LOCAL WALL DEFORMATIONS ON THE ELASTIC INTERACTION OF CROSS WALLS COUPLED BY BEAMS; SUMMARY; 1. THE PROBLEM; 2. A SIMPLIFYING THEORY; 3. DEFLECTIONS OF BEAMS CANTILEVERING FROM ELASTIC WALLS4. THE ""EQUIVALENT LENGTH"" METHODTall BuildingsTall buildingsCongressesStructural analysis (Engineering)CongressesWallsCongressesShear wallsCongressesTall buildingsStructural analysis (Engineering)WallsShear walls721Coull AlexStafford Smith Bryan1931-University of Southampton,Civil Engineering Research Association,MiAaPQMiAaPQMiAaPQBOOK9910822991003321Tall buildings2874979UNINA