出版時間:2006-1 出版社:重慶大學 作者:尼爾森 頁數(shù):573 字數(shù):1018000
內(nèi)容概要
本書是根據(jù)美國Arthur H.Nilson等所著《Design of Concrete Structures》一書的13版所編而成,根據(jù)美國混凝土學會ACI2002年修訂的建筑規(guī)范進行了內(nèi)容的更新。 本書的目的首先是讓讀者建立對結(jié)構(gòu)混凝土性能的扎實理解,然后熟練地掌握當前工程實踐中使用的設(shè)計方法。本書的一個重要特點是全面介紹了板設(shè)計的所有內(nèi)容。有關(guān)雙向邊支承和柱支承兩章的內(nèi)容被合成一章,刪去了在實踐中已經(jīng)很少使用的系數(shù)法;繼續(xù)保留了基于塑性理論的板分析和設(shè)計方法,即板分析的屈服線法和版設(shè)計的條帶法,兩種方法對新興的結(jié)構(gòu)尤其重要。
書籍目錄
Chapter 1 Introduction 1.1 Concrete,Reinforced Concrete,and Prestressed Concrete 1.2 Structural Forms 1.3 Loads 1.4 Serviceability,Strergth,and Structural Safety 1.5 Design Basis 1.6 Design Codes and Specifications 1.7 Safety Provisions of the ACI Code 1.8 Fundamental Assumptions for Reinforced Concrete Behavior 1.9 Behavior of Members Subject of Axial Loads References ProblemsChapter 2 Materials 2.1 Introduction 2.2 Cement 2.3 Aggregates 2.4 Proportioning and Mixing Concrete 2.5 Conveying,Placing,Compaction,and Curing 2.6 Quality Control 2.7 Admixtures 2.8 Properties in Compression 2.9 Proeries in Tension 2.10 Strength under Combined Stress 2.11 Shrinkage and Temperature Effects 2.12 High-Strength Concrete 2.13 Reinforcing Steels for Concrete 2.14 Reinforcing Bars 2.15 Welded Wire Reinforcement 2.16 Prestressing Steels ReferencesChapter 3 Flexural Analysis and Design of Beams 3.1 Introduction 3.2 Bending of Homogeneous Beams 3.3 Reinforced Concrete Beam Behavior 3.4 Design of Tension-Reinforced Rectangular Beams 3.5 Design Aids 3.6 Practical Consideration in the Design of Beams 3.7 Rectangular Beams with Tension and Compression Reinforcement 3.8 T Beams References ProblemsrChapter 4 Shear and Diagonal Tension in BeamsChapter 5 Bond,Anchorage,and Development LengthChapter 6 ServiceabilityChaptet 7 Analysis and Design for TorsionChpatet 8 Shory CoolumnsChaptet 9 Slender ColumnsChapter 10 Strut-and-Tie ModeslChpatet 11 Design of Reinforcement at JointsChpater 12 Analysis and Design of SlabsChpater 13 Yield Line Analysis for SlabsChpater 14 Pretressed ConcreteAppendix A Design AidsAppendix B Si Conversion Factors:Inch-Phund Units to Si Units
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