出版時間:2005-1 出版社:清華大學(xué)出版社 作者:李著璟 頁數(shù):345
內(nèi)容概要
本書是土建類專業(yè)雙語教學(xué)系列教材之一。鑒于不同國家的"鋼筋混凝土結(jié)構(gòu)"課程教學(xué)及工程實踐經(jīng)驗有所不同,國外的教材往往并不適合于國內(nèi)的教學(xué),因此,編寫符合中國國情的英文教材就成了必要之舉?! 〉谝话嬉延?992年出版并受到廣泛好評。本書是在第一版的基礎(chǔ)上,根據(jù)建設(shè)部最新修訂頒布的《混凝土結(jié)構(gòu)設(shè)計規(guī)范GB 50010-2002》修編而成的。本書的編寫著眼于結(jié)構(gòu)設(shè)計實踐,結(jié)合結(jié)構(gòu)設(shè)計規(guī)范講解鋼筋混凝土結(jié)構(gòu)設(shè)計的基本原理和方法?! ”緯勺鳛閲鴥?nèi)高等院校"鋼筋混凝土"課程的英文教材和鋼筋混凝土結(jié)構(gòu)工程設(shè)計人員的參考書,還可作為海外土木工程師了解我國現(xiàn)行設(shè)計規(guī)范的參考書。
書籍目錄
PREFACE IIICHAPTER 1 INTRODUCTION 1.1 Reinforced Concrete Structures 1.2 Design of Structures 1.3 A Brief Historical Sketch 1.4 Special Features of this Course CHAPTER 2 MECHANICAL PROPERTIES OF MATERIALS 2.1 Reinforcing Steel 2.2 Concrete 2.3 Concerted Action of Concrete and Steel CHAPTER 3 LIMIT STATE DESIGN 3.1 Limit State of a Structure 3.2 Load Effect and Structural Resistance 3.3 Reliability Analysis 3.4 The Current Chinese Code Practice 3.5 An Example of Design by Reliability Analysis CHAPTER 4 REINFORCED CONCRETE BEAMS 4.1 Experimental Phenomena of Reinforced Concrete Beams 4.2 Analysis of Stress on Section under Flexure 4.3 Basic Assumptions 4.4 The Equivalent Stress Block 4.5 Balanced Section 4.6 Ultimate Moment of a Rectangular Section with Tension Reinforcement 4.7 Section with Compression Reinforcement 4.8 Tee-Section 4.9 Ductility of Section under Flexure CHAPTER 5 DIAGONAL SECTION STRENGTH UNDER FLEXURE 5.1 Diagonal Cracks and Web Reinforcement 5.2 Members without Web Reinforcement 5.3 Web Reinforcement 5.4 Details of Web Reinforcement 5.5 Design Procedure of Web Reinforcement 5.6 Moment Resistance of the Diagonal Section 5.7 Example 5.8 Bar Schedule 5.9 Shear Stress in Beam of Variable Section CHAPTER 6 GIRDER-BEAM-SLAB SYSTEM 6.1 Reinforced Concrete Girder-Beam-Slab System 6.2 Load Transmission of Girder-Beam-Slab System 6.3 Elastic Analysis of Reinforced Concrete Continuous Beams 6.4 Plastic Redistribution of Moment 6.5 Design of One-way Slab 6.6 Design of Beams 6.7 Design of Girders 6.8 Example of One-way Slab Design 6.9 Two-way Slabs CHAPTER 7 COLUMNS CHAPTER 8 TENSION MEMBERS CHAPTER 9 TORSION CHAPTER 10 LIMIT STATE OF SERVICEABILITY CHAPTER 11 CONTINUOUS REINFORCED CONCRETE STRUCTURES CHAPTER 12 PRESTRESSED CONCRETE APPENDIX COMPUTER PROGRAMS REFERENCES
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