An Introduction To Design Criteria For Concrete Structures
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An Introduction to Design Criteria for Concrete Structures by J. Paul Guyer Pdf
This publication provides introductory technical guidance for civil engineers and structural engineers interested in strength and serviceability design criteria for reinforced concrete hydraulic structures. Here is what is discussed: 1. GENERAL, 2. SERVICEABILITY LIMIT STATES, 3. STRENGTH LIMIT STATES., 4. STRUCTURAL STABILITY ANALYSIS, 5. CRITICAL AND NORMAL STRUCTURES, 6. HYDRAULIC STRUCTURES SUPPORTING VEHICLES, 7. LOADS.
An Introduction to Design Criteria for Concrete Structures by J. Paul Guyer, P.E., R.A. Pdf
Introductory technical guidance for civil engineers, structural engineers and construction managers interested in design criteria for concrete buildings and structures. Here is what is discussed: 1. INTRODUCTION 2. BASIS FOR DESIGN 3. EARTHQUAKE RESISTANT DESIGN 4. DESIGN STRENGTHS 5. DESIGN CHOICES 6. SERVICEABILITY 7. LOAD PATH INTEGRITY 8. DETAILING REQUIREMENTS 9. SPECIAL INSPECTIONS
An Introduction to Seismic Design Criteria for Concrete Hydraulic Structures by J. Paul Guyer Pdf
This publication provides introductory technical guidance for civil engineers, structural engineers and other professional engineers and construction managers interested in seismic design criteria for concrete hydraulic structures. Here is what is discussed: 1. DESIGN EARTHQUAKES, 2. PERFORMANCE LEVELS, 3. PERFORMANCE GOALS, 4. DESIGN REQUIREMENTS, 5. PERFORMANCE EVALUATION, 6. MANDATORY REQUIREMENTS.
Marine Concrete Structures: Design, Durability and Performance comprehensively examines structures located in, under, or in close proximity to the sea. A major emphasis of the book is on the long-term performance of marine concrete structures that not only represent major infrastructure investment and provision, but are also required to operate with minimal maintenance. Chapters review the design, specification, construction, and operation of marine concrete structures, and examine their performance and durability in the marine environment. A number of case studies of significant marine concrete structures from around the world are included which help to reinforce the principles outlined in earlier chapters and provide useful background to these types of structures. The result is a thorough and up-to-date reference source that engineers, researchers, and postgraduate students in this field will find invaluable. Covers, in detail, the design, specification, construction, and operation of marine concrete structures Examines the properties and performance of concrete in the marine environment Provides case studies on significant marine concrete structures and durability-based design from around the world
An Introduction to Structural Design Criteria for Buildings by J. Paul Guyer, P.E., R.A. Pdf
Introductory technical guidance for civil and structural engineers interested in structural design criteria for buildings. Here is what is discussed: 1. CONCRETE 2. MASONRY 3. METAL BUILDINGS 4. SLABS ON GRADE 5. STEEL STRUCTURES 6. METAL DECKS 7. WELDING 8. WOOD.
An Introduction to Seismic Design Criteria for Concrete Hydraulic Structures by J. Paul Guyer, P.E., R.A. Pdf
Introductory technical guidance for civil and structural engineers interested in seismic design of concrete hydraulic structures. Here is what is discussed: 1. DESIGN EARTHQUAKES 2. PERFORMANCE LEVELS 3. PERFORMANCE GOALS 4. DESIGN REQUIREMENTS 5. PERFORMANCE EVALUATION 6. MANDATORY REQUIREMENTS.
Design of Concrete Structures by Canadian Standards Association Pdf
"This is the sixth edition of CSA A23.3, Design of concrete structures. It supersedes the previous editions published in 2004, 1994, 1984, 1977 (metric), and 1973 (imperial), and 1959. This Standard is intended for use in the design of concrete structures for buildings in conjunction with CSA A23.1/A23.2, Concrete materials and methods of concrete construction/Methods of test and standard practices for concrete, and CSA A23.4, Precast concrete - Materials and construction. Changes in this edition include the following: a) Clause 3.1 contains new definitions for conventional construction, moderately ductile wall systems, different types of tilt-up construction, and gravity-load resisting frames. b) Clause 7.4.3.1 contains new requirements for the clear distance between pretensioning wires or strands at the ends of members. Clause 7.6.5 contains new requirements for additional column ties in column-slab connections over the slab depth where the slab is discontinuous. In Clause 7.6.4, the minimum diameter of spiral reinforced has been changed to 10 mm and the limit of one-sixth of the core diameter for the clear spacing between successive turns in a spiral has been removed. Clause 7.7.3 has new requirements for column ties in beam-column joints. c) Clause 9.2.1.2 gives guidance on stiffnesses to be used in members of lateral load resisting systems for wind loading. Clause 9.8 provides cautionary notes on member minimum thickness requirements and accounting for construction stages and early loading in computing deflections. d) Clause 10.9.4 contains a new requirement for the required ratio of spiral reinforcement. Clause 10.10.4 has increased the maximum factored axial load resistance of spirally reinforced columns and contains new provisions for the resistance of compression members as a function of wall thickness. Clause 10.16.3 provides a new factor for determining the amplitude of sway moments. e) Changes to the shear design provisions in Clause 11 include the following: the need to account for cover spalling for members subjected to high shear stress; new requirement for sections near supports; definition of special member types; accounting for effect of bars terminated in the flexural tension zone; and increased spacing limit for transverse reinforcement for special cases. Changes to the strut-and-tie design provisions of Clause 11.4 include the following: introduction of refined strut-and-tie models; modelling of members subjected to uniform loads; revised strut dimensions for struts anchored by reinforcement and for struts in narrow part of fanning compression regions; simplified expression for limiting compressive stress in struts; new detailing requirements for anchorage of ties; and provisions accounting for confinement of bearing in nodal regions. f) Clause 13 on two-way slab systems has been revised to include the following: the use of dv in determining the one-way shear resistance; new details for bottom bars in column strips of slabs with drop panels (see Figure 13.1); and a change in the definition of Vse for the design of structural integrity reinforcement (see Clauses 13.10.6.1 and 3.2). g) Clause 14 contains a new requirement to account for strong axis bending in bearing walls and new wall thickness requirements and slenderness requirements for flexural shear walls. h) Clause 18.3.1 permits a higher compressive stress limit in the concrete at transfer at the ends of simply supported members. i) Clause 21 on special provisions for seismic design has a number of significant changes. This Clause has been reorganized so that all the requirements for ductile frames are in Clause 21.3, while all the requirements for moderately ductile frames are in Clause 21.4. New dimensional limitations for moderately ductile moment-resisting frames have been added in Clause 21.4.2. The requirements 17 for moderately ductile shear walls have been spelled out in greater detail, and because of the significant overlap with the requirements for ductile shear walls, the requirements for moderately ductile and ductile shear walls are presented together in Clause 21.5. All shear wall design requirements that were redundant with Clause 14 have been removed from Clause 21. Thus, the designer of seismic shear walls must look to Clause 14 for important requirements such as dimensional limitations, transfer of forces across construction joints, and many other requirements. The requirements for strength and ductility over the height of shear walls in Clause 21.5.2 have been expanded. New requirements have been added for the design for bending moment and shear force below the plastic hinge at the base, and for the increased shear force in walls due to the inelastic effects of higher modes. New requirements have been added in Clause 21.5.5 for the anchorage of horizontal reinforcement at the ends of walls depending on the level of ductility. New requirements have been added in Clause 21.5.7 to ensure that walls have adequate ductility to tolerate some yielding near mid-height due to higher mode bending moments. The design requirements for two new types of reinforced concrete SFRS - moderately ductile coupled walls and moderately ductile partially coupled walls - have been added in Clause 21.5.8. The requirements for squat shear walls in Clause 21.5.10 have been relaxed where the walls are longer than needed. The requirements for conventional construction shear walls in Clause 21.6.3 have been expanded. New requirements for the design and detailing of tilt-up construction, including moderately ductile and limited ductility tilt-up walls and frames, are presented in Clause 21.7. New requirements for the design of foundations are presented in Clause 21.10, including the requirement to consider foundation movements. New requirements are presented in Clause 21.11 to ensure that all members not considered part of the seismic-force-resisting system have adequate displacement capacity. j) Clause 23.2.9 provides revised design provisions for structural integrity of tilt-up construction. The effective area of reinforcement used to calculate the factored resisting moment has been modified. k) Annex D on anchorage has been modified to include changes to the requirements specified in Appendix D of ACI 318M-11/318RM-11, Building Code Requirements for Structural Concrete and Commentary. Annex D provides new provisions for the bond strength of adhesive anchors in tension; installation of horizontal and upwardly inclined adhesive anchors; the bond strength of adhesive anchors in tension; the resistance of anchors for load cases involving earthquake effects; revised breakout resistance in shear for an anchor in cracked concrete; and new requirements for the installation of anchors."--Publisher.
Design of Prestressed Concrete to Eurocode 2 by Raymond Ian Gilbert,Neil Colin Mickleborough,Gianluca Ranzi Pdf
The design of structures in general, and prestressed concrete structures in particular, requires considerably more information than is contained in building codes. A sound understanding of structural behaviour at all stages of loading is essential. This textbook presents a detailed description and explanation of the behaviour of prestressed concrete members and structures both at service loads and at ultimate loads and, in doing so, provide a comprehensive and up-to-date guide to structural design. Much of the text is based on first principles and relies only on the principles of mechanics and the properties of concrete and steel, with numerous worked examples. However, where the design requirements are code specific, this book refers to the provisions of Eurocode 2: Design of Concrete Structures and, where possible, the notation is the same as in Eurocode 2. A parallel volume is written to the Australian Standard for Concrete Structures AS3600-2009. The text runs from an introduction to the fundamentals to in-depth treatments of more advanced topics in modern prestressed concrete structures. It suits senior undergraduate and graduate students and also practising engineers who want comprehensive introduction to the design of prestressed concrete structures. It retains the clear and concise explanations and the easy-to-read style of the first edition, but the content has been extensively re-organised and considerably expanded and updated. New chapters cover design procedures, actions and loads; prestressing systems and construction requirements; connections and detailing; and design concepts for prestressed concrete bridges. The topic of serviceability is developed extensively throughout. All the authors have been researching and teaching the behaviour and design of prestressed concrete structures for over thirty-five years and the proposed new edition of the book reflects this wealth of experience. The work has also gained much from Professor Gilbert active and long-time involvement in the development of standards for concrete buildings and concrete bridges.
Author : David D. E. E. Fanella Publisher : McGraw Hill Professional Page : 652 pages File Size : 45,8 Mb Release : 2010-12-06 Category : Technology & Engineering ISBN : 9780071638357
Reinforced Concrete Structures: Analysis and Design by David D. E. E. Fanella Pdf
A PRACTICAL GUIDE TO REINFORCED CONCRETE STRUCTURE ANALYSIS AND DESIGN Reinforced Concrete Structures explains the underlying principles of reinforced concrete design and covers the analysis, design, and detailing requirements in the 2008 American Concrete Institute (ACI) Building Code Requirements for Structural Concrete and Commentary and the 2009 International Code Council (ICC) International Building Code (IBC). This authoritative resource discusses reinforced concrete members and provides techniques for sizing the cross section, calculating the required amount of reinforcement, and detailing the reinforcement. Design procedures and flowcharts guide you through code requirements, and worked-out examples demonstrate the proper application of the design provisions. COVERAGE INCLUDES: Mechanics of reinforced concrete Material properties of concrete and reinforcing steel Considerations for analysis and design of reinforced concrete structures Requirements for strength and serviceability Principles of the strength design method Design and detailing requirements for beams, one-way slabs, two-way slabs, columns, walls, and foundations
Simplified Design of Concrete Structures by James Ambrose,Patrick Tripeny Pdf
For over sixty years, the primary source for design of concrete structures--now revised and updated Simplified Design of Concrete Structures, Eighth Edition covers all the latest, commonly used concrete systems, practices, and research in the field, reinforced with examples of practical designs and general building structural systems. Updated to conform to current building codes, design practices, and industry standards. Simplified Design of Concrete Structures, Eighth Edition is a reliable, easy-to-use handbook that examines a wide range of concrete structures, building types, and construction details. It includes a wealth of illustrations, expanded text examples, exercise problems, and a helpful glossary. Highlights of this outstanding tool include: * Its use of the current American Concrete Institute Building Code for 2005 (ACI 318) and the Load and Resistance Factor Design (LRFD) method of structural design * Fundamental and real-world coverage of concrete structures that assumes no previous experience * Valuable study aids such as exercise problems, questions, and word lists enhance usability
Durability Design of Concrete Structures by A. Sarja,E. Vesikari Pdf
Concrete structures can be designed for durability by applying the principles and procedures of reliability theory combined with traditional structural design. This book is the first systematic attempt to introduce into structural design a general theory of structural reliability and existing calculation models for common degradation processes. It covers both the theoretical background and practical design for service life and includes worked examples which highlight the application of the design procedure and methods.
An Introduction to Design Criteria for Concrete Gravity Dams by J. Paul Guyer Pdf
Introductory technical guidance for civil engineers and construction managers interested in design criteria for concrete gravity dams. Here is what is discussed: 1. CONCRETE PROPERTIES - STATIC 2. CONCRETE PROPERTIES - DYNAMIC 3. AVERAGE PROPERTIES 4. FOUNDATION PROPERTIES 5. LOADS 6. FACTORS OF SAFETY.
