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E-raamat: LRFD Bridge Design: Fundamentals and Applications [Taylor & Francis e-raamat]

  • Formaat: 372 pages, 59 Tables, black and white; 68 Line drawings, black and white; 2 Halftones, black and white; 70 Illustrations, black and white
  • Ilmumisaeg: 24-Feb-2022
  • Kirjastus: CRC Press
  • ISBN-13: 9781003265467
Teised raamatud teemal:
  • Taylor & Francis e-raamat
  • Hind: 133,87 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Tavahind: 191,24 €
  • Säästad 30%
LRFD Bridge Design: Fundamentals and ApplicationsSuurem pilt
  • Formaat: 372 pages, 59 Tables, black and white; 68 Line drawings, black and white; 2 Halftones, black and white; 70 Illustrations, black and white
  • Ilmumisaeg: 24-Feb-2022
  • Kirjastus: CRC Press
  • ISBN-13: 9781003265467
Teised raamatud teemal:
Taylor & Francis e-raamatudRohkem infot Taylor & Francis e-raamatute kohta
Raamatu kodulehekülg: https://www.taylorfrancis.com/books/9781003265467
"This book examines and explains material from the 9th edition of the AASHTO LRFD Bridge Design Specifications, including deck and parapet design, load calculations, limit states and load combinations, concrete and steel I-girder design, bearing design, and more. With increased focus on earthquake resiliency, two separate chapters- one on conventional seismic design and the other on seismic isolation applied to bridges- will fully address this vital topic. The primary focus is on steel and concrete I-girder bridges, with regard to both superstructure and substructure design. Features: Includes several worked examples for a project bridge as well as actual bridges designed by the author Examines seismic design concepts and design details for bridges Presents the latest material based on the 9th edition of the LRFD Bridge Design Specifications Covers fatigue, strength, service, and extreme event limit states Includes numerous solved problems and exercises at the end of each chapter to illustrate the concepts presented LRFD Bridge Design: Fundamentals and Applications will serve as a useful text for graduate and upper-level undergraduate civil engineering students as well as practicing structural engineers"--

This book examines and explains material from the 9th edition of the AASHTO LRFD Bridge Design Specifications, including deck and parapet design, load calculations, limit states and load combinations, concrete and steel I-girder design, bearing design, and more.

Preface ix
Acknowledgements xi
Author biography xiii
Chapter 1 Introduction 1(22)
1.1 The Project Bridge
1(4)
1.2 Preliminary Dimensions
5(2)
1.3 Bridge Girder Behavior at Various Stages of Construction
7(2)
1.4 Bridge Materials
9(4)
1.5 Software for Bridge Engineering
13(1)
1.6 Section Properties
14(1)
1.7 Solved Problems
14(6)
1.8 Exercises
20(3)
Chapter 2 Loads on Bridges 23(40)
2.1 Dead Loads (DC and DW)
24(1)
2.2 Live and Impact Loads (LL and IM)
25(2)
2.3 Braking Forces (BR)
27(1)
2.4 Centrifugal Forces (CE)
27(2)
2.5 Wind Loads (WS and WL)
29(1)
2.6 Collision Loads (CT and CV)
30(2)
2.7 Temperature Loads (TU)
32(1)
2.8 Earthquake Loads (EQ)
33(10)
2.9 Water Loading (WA)
43(3)
2.10 Solved Problems
46(14)
2.11 Exercises
60(3)
Chapter 3 Load Combinations and Limit States 63(20)
3.1 Solved Problems
68(12)
3.2 Exercises
80(3)
Chapter 4 Deck and Parapet Design 83(24)
4.1 Parapet Design
83(2)
4.2 Deck Overhang Design
85(1)
4.3 Interior Bay Deck Design
85(3)
4.4 Solved Problems
88(18)
4.5 Exercises
106(1)
Chapter 5 Distribution of Live Load 107(18)
5.1 AASHTO Equations
108(3)
5.2 The Lever Rule
111(1)
5.3 Rigid Cross-Section Method
112(1)
5.4 Solved Problems
113(11)
5.5 Exercises
124(1)
Chapter 6 Steel Welded Plate I-Girders 125(54)
6.1 Flexural Resistance at the Strength Limit State
126(5)
6.1.1 Composite Compact Sections in Positive Flexure
126(2)
6.1.2 Non-Compact Composite Sections in Positive Flexure
128(1)
6.1.3 Negative Flexure and Non-composite Sections
129(2)
6.2 Shear Resistance
131(1)
6.3 Transverse Stiffener Design
132(1)
6.4 Bearing Stiffener Design
133(1)
6.5 Fatigue Design
134(3)
6.6 Field Splice Design
137(5)
6.7 Stability Bracing
142(4)
6.8 Shear Studs
146(2)
6.9 Plastic Moment Computations
148(1)
6.10 Solved Problems
148(26)
6.11 Exercises
174(5)
Chapter 7 Precast Prestressed Concrete Girders 179(36)
7.1 Stress Analysis
179(1)
7.2 Flexural Resistance
180(2)
7.3 Shear Resistance
182(2)
7.4 Continuity Details
184(2)
7.5 Mild Tensile Reinforcement in Girders
186(1)
7.6 Negative Moment Reinforcement for Girders Made Continuous
187(3)
7.7 Transfer and Development Length
190(1)
7.8 Stress Control Measures
190(1)
7.9 Solved Problems
191(19)
7.10 Exercises
210(5)
Chapter 8 Bridge Girder Bearings 215(26)
8.1 Elastomeric Bearings
215(5)
8.2 Steel Assembly Bearings
220(2)
8.3 Isolation Bearings
222(5)
8.4 Anchor Rods
227(1)
8.5 Solved Problems
227(12)
8.6 Exercises
239(2)
Chapter 9 Reinforced Concrete Substructures 241(64)
9.1 Pier Cap Design
242(3)
9.2 Pier Column Design
245(1)
9.3 Spread Footing Design
246(1)
9.4 Pile Cap Design
247(3)
9.5 Drilled Shaft Design
250(1)
9.6 Pile Bent Design
251(4)
9.7 Bridge Pier Displacement Capacity under Seismic Loading
255(3)
9.8 The Alaska Pile Bent Design Strategy
258(1)
9.9 Concrete Filled Steel Tubes (CFST)
258(7)
9.9.1 CFST Design in Accordance with BDS Sections 6.9.6 and 6.12.2.3.3
259(1)
9.9.2 CFST Design by BDS Sections 6.9.5 and 6.12.3.2.2 and GS Section 7.6
260(2)
9.9.3 Steel lithe Design without Concrete Fill
262(1)
9.9.4 CFST Design for Extreme Event Limit States
263(2)
9.10 Two-Way Shear
265(1)
9.11 Fatigue Related Issues in Reinforced Concrete
265(1)
9.12 Abutment Design
266(3)
9.13 Solved Problems
269(33)
9.14 Exercises
302(3)
Chapter 10 Seismic Design of Bridges 305(38)
10.1 Force-based Seismic Design by the LRFD BDS
306(2)
10.2 Displacement-based Seismic Design by the LRFD GS
308(3)
10.3 Capacity Design Principles
311(2)
10.4 Ground Motion Selection and Modification for Response History Analysis
313(4)
10.5 Substitute-Structure Method (SSM) Analysis
317(3)
10.6 Shear Resistance at the Extreme Event Limit State
320(2)
10.7 Solved Problems
322(18)
10.8 Exercises
340(3)
Chapter 11 Seismic Isolation of Bridges 343(20)
11.1 Partial Isolation of Interstate 40 over State Route 5
343(10)
11.2 Seismic Retrofit of Interstate 40 over the Mississippi River
353(1)
11.3 Solved Examples
353(7)
11.4 Exercises
360(3)
Bibliography 363(4)
Index 367
Tim Huff has 35 years of experience as a practicing structural engineer. Dr. Huff has worked on building and bridge projects in the United States and has contributed to projects in India, Ethiopia, Brazil, the Philippines, and Haiti as a volunteer structural engineer with Engineering Ministries International. He is a faculty member of the Civil & Environmental Engineering Department at Tennessee Technological University in Cookeville, where he resides with his beautiful and talented wife, Monica, an artist and teacher.
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