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Debonding of externally bonded polypara phenylene benzobisoxazole (PBO) meshes for flexural strengthening of reinforced concrete beams

Seismic Design of Reinforced Concrete Bridges docx

Seismic Design of Reinforced Concrete Bridges docx

... 38 Seismic Design of Reinforced Concrete Bridges 38.1 Introduction Two-Level Performance-Based Design • Elastic vs Ductile Design • Capacity Design Approach 38.2 Typical ... Shear Design • Joint Shear Cracking Check • Design of Joint Shear Reinforcement 38.1 Introduction This chapter provides an overview of the concepts and methods used in modern seismic design of reinforced ... Beam Design Forces • Design of Uncracked Joints • Reinforcement for Joint Force Transfer 38.6 Yan Xiao University of Southern California Column Footing Design Seismic Demand • Flexural Design...
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Prediction of service life due to the exposure of chlorides of reinforced concrete bridges near coastal areas in Vietnam = Dự báo tuổi thọ sử dụng của cầu bê tông cốt thép ven biển Việt Nam do xâm nhập clo (tóm tắt + toàn văn)

Prediction of service life due to the exposure of chlorides of reinforced concrete bridges near coastal areas in Vietnam = Dự báo tuổi thọ sử dụng của cầu bê tông cốt thép ven biển Việt Nam do xâm nhập clo (tóm tắt + toàn văn)

... model to predict the service life of reinforced concrete bridges impacted by chloride impact near coastal areas in Vietnam 3) Propose the methods to increase the service life To apply the model ... REVIEW OF THE STUDIES ON THE SERVICE LIFE OF CONCRETE BRIDGES IMPACTED BY CHLORIDE PENETRATION IN THE WORLD AND IN VIETNAM 1.1 Introduction The reinforced concrete bridges in Vietnam are now being ... penetration of chloride in sea environment To predict the service life of concrete structures, the end of the service life needs to be determined In this thesis, the author is going to determine the service...
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commentary on design and construction of reinforced concrete chimneys (aci 307-98)

commentary on design and construction of reinforced concrete chimneys (aci 307-98)

... Concrete Institute 307-69 Specification for the Design and Construction of Reinforced Concrete Chimneys 307-88 Standard Practice for the Design and Construction of Cast-in-Place Reinforced Concrete ... Concrete Chimneys 318 Building Code Requirements for Structural Concrete 505-54 Standard Specification for the Design and Construction of Reinforced Concrete Chimneys 550R-93 Design Recommendations ... earthquake ground motion is used COMMENTARY ON REINFORCED CONCRETE CHIMNEYS In the design of a chimney for horizontal earthquake forces, only one horizontal direction need be considered Unlike building...
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design and construction of reinforced concrete chimneys (aci 307-98)

design and construction of reinforced concrete chimneys (aci 307-98)

... including the design strength of the concrete, the thickness of the concrete chimney shell, the size and position of reinforcing steel, details and dimensions of the chimney lining, and information ... CHAPTER 3 CONSTRUCTION REQUIREMENTS 3.1—General Concrete quality, methods of determining strength of concrete, field tests, concrete proportions and consistency, mixing and placing, and formwork and ... obstruction lighting and marking, and the standards of the Underwriters Laboratories regarding lightning protection and grounding 1.4—Reference standards Standards of the American Concrete Institute,...
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state-of-the-art report on temperature-induced deflections of reinforced concrete members

state-of-the-art report on temperature-induced deflections of reinforced concrete members

... moment of inertia Ig = moment of inertia of gross concrete section Temperature-Induced Deflections k = constant L = Live load, span length M = bending moment Mcr = cracking moment n = distance of ... structures Office building - cantilever roof and floor slabs Daily temperature changes caused deflections of about one inch at the cantilever ends of roof slabs in a four-story building constructed of ... Committee 435 INTRODUCTION Temperature changes can significantly affect deflections of reinforced concrete building structures Deflections occur in unrestrained flexural members when a temperature...
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Cracking mode and shear strength of lightweight concrete beams

Cracking mode and shear strength of lightweight concrete beams

... CRACKING MODE AND SHEAR STRENGTH OF LIGHTWEIGHT CONCRETE BEAMS KUM YUNG JUAN (B.Eng (Hons.) Malaya) A THESIS SUBMITTED FOR THE DEGREE OF DOCTOR OF PHILOSOPHY DEPARTMENT OF CIVIL AND ENVIRONMENTAL ... Properties of Lightweight Concrete 23 2.4.1 Compressive Strength of Lightweight Concrete 23 2.4.2 Modulus of Elasticity and Poisson’s Ratio 25 2.4.3 Tensile Strength of Lightweight Concrete ... Lightweight Concrete Shear .45 2.8.3 2.9 ACI 318 Treatment of Lightweight Concrete Shear 43 Eurocode Treatment of Lightweight Concrete Shear 45 Conclusion .46 Chapter Cracking Modes of...
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guide for the design and construction of externally bonded frp systems for strengthening concrete structures

guide for the design and construction of externally bonded frp systems for strengthening concrete structures

... can be computed by taking the first moment of the areas of the transformed section The transformed area of the FRP may DESIGN AND CONSTRUCTION OF EXTERNALLY BONDED FRP SYSTEMS 440.2R-25 Fig 10.1—Typical ... as to develop the strength of the FRP system The development length is a function of the strength of the substrate and the rigidity of the bonded FRP Durability, FRP The ability of a material ... to the plane of the FRP laminate For an FRP system installed according to Part of this guide, the weak link in the concrete /FRP interface is the concrete The soundness and tensile strength of the...
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Numerical analysis of externally prestressed concrete beams part 2

Numerical analysis of externally prestressed concrete beams part 2

... surface of cross section -118- 900 21 50 21 50 27 5 D2 D1 1700 25 0 P 325 P 1800 1700 100 520 0 Beam s A1 and A2 21 50 21 50 900 27 5 P D2 D1 1700 1800 375 325 P 1700 520 0 Beam s B1 21 50 21 50 900 27 5 D1 D2 ... e2θ ; * v1 = v1 ; * v2 = v2 ; θ 1* = θ ; * 2 = 2 ; where e1 and e2 are the eccentricities of cable at the deviators and 2, respectively -114- (6.7) u2*,v2*,θ 2* Cable v1 u1 e2 v2 θ 2* 2 u2 ... responses of beams A1-B1 120 Applied load [kN] 100 80 60 40 Beam A2 20 Calc Exp Calc Exp 0.08 0.1 Beam B2 -0. 02 0. 02 0.04 0.06 0. 12 Displacement [m] b) Load-displacement responses of beams A2-B2 Fig.6.14...
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Numerical analysis of externally prestressed concrete beams part 1

Numerical analysis of externally prestressed concrete beams part 1

... [K 11 ] 1 ({ΔF1 } + {R1 } − [K 21 ]{ΔU }) (2.22) {ΔF2 } = [K 22 ]{ΔU } + [K12 ]{ΔU } − {R2 } (2.23) K 12 ⎤ K 22 ⎥ ⎦ ⎧ ΔU ⎫ ⎬ ⎨ ⎩ΔU ⎭ (1) ⎧ ΔF ⎫ ⎧ R ⎫ = ⎨ 1 +⎨ 1 ⎩ΔF2 ⎭ ⎩ R2 ⎭ ⎡ K 11 ⎢K ⎣ 21 Solving ... (3 .18 a) 12 K 6K 12 K 6K ⎤ ⎡ ⎢0; − L3 ; − L2 ; 0; L3 ; − L2 ⎥ ⎣ ⎦ 12 K 1+ L2 (3 .18 b) ⎡ 12 12 K ⎞ 6 12 12 K ⎞ ⎤ 0; − + x; ⎜ − − ⎟ + x; 0; − x; ⎜ − ⎟ + x⎥ ⎢ L⎠ L ⎦ 12 K L L L L ⎝ L ⎝ L L ⎠ L 1+ ... element of matrix [Kc] can be defined as below equations: M N K c 11 = ∑∑ j =1 k =1 K c12 = M N ∑∑ M N L2 i b jk E jk j =1 k =1 K c13 = ∑∑ b jk E jk TsL4 i b jk E jk j =1 k =1 TsLi (q k +1 − q k...
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Từ khóa: standards of quality for family strengthening and supportdesign of reinforced concrete7th edition according to aci 31805by j c maccormacstructural design of underground concrete tanksapplication of infrared thermography for damage detection in structural concrete6 6 1 types of precast concrete frames 6346 12 1 components of precast concrete diaphragms 663space of holes in beams columns joists and teesemphasis in the application of frp strips for shear strengtheningconstruction of swimming pool shells in insitu reinforced concrete1—manufacture of stiff composite beamsteachers frequency of using concrete kinds of tas— boundary elements of special reinforced concrete structural walls4—economy of lightweight concrete4—density of lightweight concrete2—structural efficiency of lightweight concreteBáo cáo thực tập tại nhà thuốc tại Thành phố Hồ Chí Minh năm 2018chuyên đề điện xoay chiều theo dạngMột số giải pháp nâng cao chất lượng streaming thích ứng video trên nền giao thức HTTPđề thi thử THPTQG 2019 toán THPT chuyên thái bình lần 2 có lời giảiGiáo án Sinh học 11 bài 13: Thực hành phát hiện diệp lục và carôtenôitGiáo án Sinh học 11 bài 13: Thực hành phát hiện diệp lục và carôtenôitGiáo án Sinh học 11 bài 13: Thực hành phát hiện diệp lục và carôtenôitGiáo án Sinh học 11 bài 13: Thực hành phát hiện diệp lục và carôtenôitĐỒ ÁN NGHIÊN CỨU CÔNG NGHỆ KẾT NỐI VÔ TUYẾN CỰ LY XA, CÔNG SUẤT THẤP LPWANĐỒ ÁN NGHIÊN CỨU CÔNG NGHỆ KẾT NỐI VÔ TUYẾN CỰ LY XA, CÔNG SUẤT THẤP LPWANNGHIÊN CỨU CÔNG NGHỆ KẾT NỐI VÔ TUYẾN CỰ LY XA, CÔNG SUẤT THẤP LPWAN SLIDEPhát triển du lịch bền vững trên cơ sở bảo vệ môi trường tự nhiên vịnh hạ longĐịnh tội danh từ thực tiễn huyện Cần Giuộc, tỉnh Long An (Luận văn thạc sĩ)Thiết kế và chế tạo mô hình biến tần (inverter) cho máy điều hòa không khíKiểm sát việc giải quyết tố giác, tin báo về tội phạm và kiến nghị khởi tố theo pháp luật tố tụng hình sự Việt Nam từ thực tiễn tỉnh Bình Định (Luận văn thạc sĩ)Giáo án Sinh học 11 bài 14: Thực hành phát hiện hô hấp ở thực vậtGiáo án Sinh học 11 bài 14: Thực hành phát hiện hô hấp ở thực vậtBÀI HOÀN CHỈNH TỔNG QUAN VỀ MẠNG XÃ HỘIChiến lược marketing tại ngân hàng Agribank chi nhánh Sài Gòn từ 2013-2015QUẢN LÝ VÀ TÁI CHẾ NHỰA Ở HOA KỲ