預(yù)應(yīng)力混凝土

內(nèi)容概要

　　《縮編國(guó)外精品教材：預(yù)應(yīng)力混凝土》是根據(jù)培生教肓出版集團(tuán)出版的教材縮編而成的英文預(yù)應(yīng)力混凝土教材作者Edward G Nawy是美國(guó)新澤西州州立大學(xué)土木與環(huán)境工程系教授美國(guó)土木工程師學(xué)會(huì)和預(yù)應(yīng)力混凝土領(lǐng)域的專家《縮編國(guó)外精品教材：預(yù)應(yīng)力混凝土》作為該書最新修訂的第5版，反映了2005年美國(guó)房屋標(biāo)準(zhǔn)ACl31 8-05和國(guó)際房屋標(biāo)準(zhǔn)IBC2003的新要求，并以其獨(dú)特的視角，系統(tǒng)地闡明了設(shè)計(jì)和分析預(yù)應(yīng)力混凝土構(gòu)件的方法和步驟，詳細(xì)介紹了預(yù)應(yīng)力混凝土的基本理論、設(shè)計(jì)方法及其在工程中的運(yùn)用?！　　犊s編國(guó)外精品教材：預(yù)應(yīng)力混凝土》可作為結(jié)構(gòu)工程及相關(guān)專業(yè)高年級(jí)本科生及研究生教材，也是從事預(yù)應(yīng)力混凝土領(lǐng)域科研人員的實(shí)用工具。

書籍目錄

1　BASIC　CONCEPTS1.1　Introduction1.2　Historical　Development　of　Prestressing1.3　Basic　Concepts　of　Prestressing1.4　Computation　of　Fiber　Stresses　in　a　Prestressed　Beam　by　The　Basic　MethodSELECTED　REFERENCESPROBLEMS2　MATERIALS　AND　SYSTEMS　FOR　PRESTRESSING2.1　Concrete2.2　Stress-Strain　Curve　of　Concrete2.3　Modulus　of　Elasticity　and　Change　in　Compressive　Strength　With　Time2.4　Creep2.5　Shrinkage2.6　Nonprestressing　Reinforcement2.7　Prestressing　Reinforcement2.8　ACI　Maximum　Permissible　Stresses　in　Concrete　and　Reinforcement2.9　AASHTO　Maximum　Permissible　Stresses　in　Concrete　and　Reinforcement2.10　Prestressing　Systems　and　Anchorages2.11　Circular　Prestressing2.12　Ten　PrinciplesSELECTED　REFERENCES3　PARTIAL　LOSS　OF　PRESTRESS3.1　Introduction3.2　Elastic　Shortening　of　Concrete（ES）3.3　Steel　Stress　Relaxation(R)3.4　Creep　Loss(CR)3.5　Shrinkage　Loss（SH）3.6　Losses　Due　to　Friction（F）3.7　Anchorage-Seating　Losses(A)3.8　Change　of　Prestress　Due　to　Bending　of　a　Member(Afpb)3.9　SI　Prestress　Loss　ExpressionsSELECTED　REFERENCESPROBLEMS4　FLEXURAL　DESIGN　OF　PRESTRESSED　CONCRETE　ELEMENTS4.1　Introduction4.2　Selection　of　Geometrical　Properties　of　Section　Components4.3　Proper　Selection　of　Beam　Sections　and　Properties4.4　End　Blocks　at　Support　Anchorage　Zones4.5　Flexural　Design　of　Composite　Beams4.6　Summary　of　Step-by-Step　Trial-and-Adjustment　Procedure　for　the　Service-LoadDesign　of　Prestressed　Members4.7　Design　of　Composite　Post-Tensioned　Prestressed　Simply　Supported　Section4.8　Ultimate-Strength　Flexural　Design4.9　Load　and　Strength　Factors4.10　ACI　Load　Factors　and　Safety　Margins4.11　Limit　State　in　Flexure　at　Ultimate　Load　in　Bonded　Members:　Decompression　toUltimate　Load4.12　Preliminary　Ultimate-Load　Design4.13　Summary　Step-by-Step　Procedure　for　Limit-State-at-Failure　Design　of　thePrestressed　Members4.14　SI　Flexural　Design　ExpressionSELECTED　REFERENCESPROBLEMS5　SHEAR　AND　TORSIONAL　STRENGTH　DESIGN5.1　Introduction5.2　Behavior　of　Homogeneous　Beams　in　Shear5.3　Behavior　of　Concrete　Beams　as　Nonhomogeneous　Sections5.4　Concrete　Beams　Without　Diagonal　Tension　Reinforcement5.5　Shear　and　Principal　Stresses　in　Prestressed　Beams5.6　Web-Shear　Reinforcement5.7　Horizontal　Shear　Strength　in　Composite　Construction5.8　Web　Reinforcement　Design　Procedure　for　Shear5.9　Shear　Strength　and　Web-Shear　Steel　Design　in　a　Prestressed　Beam5.10　Brackets　and　Corbels5.11　Torsional　Behavior　and　Strength5.12　Torsion　in　Reinforced　and　Prestressed　Concrete　Elements5.13　Design　Procedure　for　Combined　Torsion　and　Shear5.14　Design　of　Web　Reinforcement　for　Combined　Torsion　and　Shear　in　Prestressed　Beams5.15　Strut-and-Tie　Model　Analysis　and　Design　of　Concrete　Elements……6　INDETERMINATE PRESTRESSED CONCRETE STRUCTURES7　CAMBER,DEFLCTION,AND CRACK CONTROL8　PRESTRESSED COMPRESSION AND TENSION MIEMBERS9　TWO-WAY PRESTRESSED CONCRETE FLOOR SYSTEMS10　CONNCTIONS FOR PRESTRESSED CONCRETE ELEMENTSAPPENDIX A UNIT CONVERSIONSAPPENDIX B SYMBOLAPPENDIX C ABBREVIATION

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