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Design And Detailing Of Transverse Reinforcement In High Strength Reinforced Concrete Columns Subjected To Seismic Loading
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Book Synopsis Design and Detailing of Transverse Reinforcement in High Strength Reinforced Concrete Columns Subjected to Seismic Loading by : Atorod Azizinamini
Download or read book Design and Detailing of Transverse Reinforcement in High Strength Reinforced Concrete Columns Subjected to Seismic Loading written by Atorod Azizinamini and published by . This book was released on 1991 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Design and Detailing of Transverse Reinforcement in High Strength Reinforced Concrete Columns Subjected to Seismic Loading by : Paul Balthazer Brungardt
Download or read book Design and Detailing of Transverse Reinforcement in High Strength Reinforced Concrete Columns Subjected to Seismic Loading written by Paul Balthazer Brungardt and published by . This book was released on 1992 with total page 184 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Final Report written by Sharon S. Kuska and published by . This book was released on 1993 with total page 794 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Masters Theses in the Pure and Applied Sciences by : Wade H. Shafer
Download or read book Masters Theses in the Pure and Applied Sciences written by Wade H. Shafer and published by Springer Science & Business Media. This book was released on 2012-12-06 with total page 391 pages. Available in PDF, EPUB and Kindle. Book excerpt: Masters Theses in the Pure and Applied Sciences was first conceived, published, and disseminated by the Center for Information and Numerical Data Analysis and Synthesis (CINDAS)* at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dis semination phases of the activity were transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the though that such an arrangement would be more beneficial to the academic and general scientific and technical community. After five years of this joint undertaking we had concluded that it was in the interest of all concerned if the printing and distribution of the volumes were handled by an international publishing house to assure improved service and broader dissemi nation. Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Corporation of New York, and in the same year the coverage was broadened to include Canadian universities. All back issues can also be ordered from Plenum. We have reported in Volume 37 (thesis year 1992) a total of 12,549 thesis titles from 25 Canadian and 153 United States universities. We are sure that this broader base for these titles reported will greatly enhance the value of this impor tant annual reference work. While Volume 37 reports theses submitted in 1992, on occasion, certain uni versities do report theses submitted in previous years but not reported at the time.
Author :United States-Japan Cooperative Program in Natural Resources. Panel on Wind and Seismic Effects. Joint Meeting Publisher : ISBN 13 : Total Pages :676 pages Book Rating :4.:/5 (318 download)
Book Synopsis Wind and Seismic Effects by : United States-Japan Cooperative Program in Natural Resources. Panel on Wind and Seismic Effects. Joint Meeting
Download or read book Wind and Seismic Effects written by United States-Japan Cooperative Program in Natural Resources. Panel on Wind and Seismic Effects. Joint Meeting and published by . This book was released on 1991 with total page 676 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Design of Reinforced Concrete Buildings by : Jack Moehle
Download or read book Seismic Design of Reinforced Concrete Buildings written by Jack Moehle and published by McGraw Hill Professional. This book was released on 2014-10-06 with total page 783 pages. Available in PDF, EPUB and Kindle. Book excerpt: Complete coverage of earthquake-resistant concrete building design Written by a renowned seismic engineering expert, this authoritative resource discusses the theory and practice for the design and evaluation of earthquakeresisting reinforced concrete buildings. The book addresses the behavior of reinforced concrete materials, components, and systems subjected to routine and extreme loads, with an emphasis on response to earthquake loading. Design methods, both at a basic level as required by current building codes and at an advanced level needed for special problems such as seismic performance assessment, are described. Data and models useful for analyzing reinforced concrete structures as well as numerous illustrations, tables, and equations are included in this detailed reference. Seismic Design of Reinforced Concrete Buildings covers: Seismic design and performance verification Steel reinforcement Concrete Confined concrete Axially loaded members Moment and axial force Shear in beams, columns, and walls Development and anchorage Beam-column connections Slab-column and slab-wall connections Seismic design overview Special moment frames Special structural walls Gravity framing Diaphragms and collectors Foundations
Book Synopsis Design of High Strength Steel Reinforced Concrete Columns by : Sing-Ping Chiew
Download or read book Design of High Strength Steel Reinforced Concrete Columns written by Sing-Ping Chiew and published by CRC Press. This book was released on 2018-04-17 with total page 88 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is the companion volume to Design Examples for High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach. Guidance is much needed on the design of high strength steel reinforced concrete (SRC) columns beyond the remit of Eurocode 4. Given the much narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete, there is a clear need for design beyond the guidelines. This book looks at the design of SRC columns using high strength concrete, high strength structural steel and high strength reinforcing steel materials – columns with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. The companion volume provides detailed worked examples on use of these high strength materials. This book is written primarily for structural engineers and designers who are familiar with basic EC4 design, and should also be useful to civil engineering undergraduate and graduate students who are studying composite steel concrete design and construction. Equations for design resistances are presented clearly so that they can be easily programmed into design spreadsheets for ease of use.
Book Synopsis Abstract Journal in Earthquake Engineering by :
Download or read book Abstract Journal in Earthquake Engineering written by and published by . This book was released on 1994 with total page 650 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Response of Structures Under Extreme Loading by : Venkatesh K.R. Kodur
Download or read book Response of Structures Under Extreme Loading written by Venkatesh K.R. Kodur and published by DEStech Publications, Inc. This book was released on 2015-07-01 with total page 1014 pages. Available in PDF, EPUB and Kindle. Book excerpt: Original research on performance of materials under a wide variety of blasts, impacts, severe loading and fireCritical information for protecting buildings and civil infrastructure against human attack, deterioration and natural disastersTest and design data for new types of concrete, steel and FRP materials This technical book is devoted to the empirical and theoretical analysis of how structures and the materials constituting them perform under the extreme conditions of explosions, fire, and impact. Each of the 119 fully refereed presentations is published here for the first time and was selected because of its original contribution to the science and engineering of how materials, bridges, buildings, tunnels and their components, such as beams and pre-stressed parts, respond to potentially destructive forces. Emphasis is placed on translating empirical data to design recommendations for strengthening structures, including strategies for fire and earthquake protection as well as blast mitigation. Technical details are provided on the development and behavior of new resistant materials, including reinforcements, especially for concrete, steel and their composites.
Book Synopsis PRO 30: 4th International RILEM Workshop on High Performance Fiber Reinforced Cement Composites (HPFRCC 4) by : Antoine E. Naaman
Download or read book PRO 30: 4th International RILEM Workshop on High Performance Fiber Reinforced Cement Composites (HPFRCC 4) written by Antoine E. Naaman and published by RILEM Publications. This book was released on 2003 with total page 580 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Design Guide for Reinforced Concrete Columns by :
Download or read book Design Guide for Reinforced Concrete Columns written by and published by . This book was released on 2018-06 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of this guide is to provide comprehensive information on the design and detailing of reinforced concrete columns in buildings assigned to any Seismic Design Category. The design and detailing requirements in ACI 318-14 are clearly summarized in tables and figures for quick reference. Numerous design aids and flow charts are provided that can be used to determine the size of the cross-section and the required amounts of longitudinal and transverse reinforcement for members subjected to axial compression or combined flexure and axial compression. Slenderness effects are also covered, including methods on how to size a column so that such effects can be neglected. A collection of design strength interaction diagrams are given in an appendix that covers tied, rectangular columns ranging in size from 12 to 48 in.; tied and spiral circular columns ranging in diameter from 12 to 48 in.; Grade 60 and Grade 80 longitudinal reinforcement; concrete compressive strengths from 4,000 psi to 14,000 psi; and longitudinal reinforcement ratios from 1% to less than 2.5%. Numerous worked-out examples illustrate the proper application of the code provisions and demonstrate the use of the design aids.
Book Synopsis Guidelines for Design of Low-Rise Buildings Subjected to Lateral Forces by : Ajaya Kumar Gupta
Download or read book Guidelines for Design of Low-Rise Buildings Subjected to Lateral Forces written by Ajaya Kumar Gupta and published by CRC Press. This book was released on 2020-11-25 with total page 302 pages. Available in PDF, EPUB and Kindle. Book excerpt: Guidelines for Design of Low-Rise Buildings Subjected to Lateral Forces is a concise guide that identifies performance issues, concerns, and research needs associated with low-rise buildings. The book begins with an introduction that discusses special problems with low-rise buildings subjected to wind and earthquakes. Chapter 2 examines probabilistic methods and their use in evaluating risks from natural hazards. It also addresses the characteristics of wind and seismic forces and levels of risk implied by building codes. Wind forces are covered in more detail in Chapter 3, with discussions of wind force concepts and wind-structure interactions. Chapter 4 is devoted to earthquake forces and traces the development of building codes for earthquake resistant design. Chapter 5 describes the main framing systems used to resist lateral forces and discusses the code requirements for drift control. The designs and requirements for connections between building elements are addressed in Chapter 6. It includes examples along with several illustrations of suitable connections. The performance of non-structural elements during wind and earthquake forces is also examined in detail. This book serves as an important reference for civil engineers, construction engineers, architects, and anyone concerned with structural codes and standards. It is an excellent guide that can be used to supplement design recommendations and provide a design basis where there are no current requirements.
Author :FIB – International Federation for Structural Concrete Publisher :FIB - Féd. Int. du Béton ISBN 13 : Total Pages :544 pages Book Rating :4./5 ( download)
Book Synopsis Proceedings fib Symposium in Athens Greece by : FIB – International Federation for Structural Concrete
Download or read book Proceedings fib Symposium in Athens Greece written by FIB – International Federation for Structural Concrete and published by FIB - Féd. Int. du Béton. This book was released on 2003-05-01 with total page 544 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Performance of Full-scale Ultra-high Performance Fiber-reinforced Concrete Column Subjected to Extreme Earthquake-type Loading and Effect of Surface Preparation on the Cohesion and Friction Factors of the AASHTO Interface Shear Equation by : Guillermo Palacios
Download or read book Performance of Full-scale Ultra-high Performance Fiber-reinforced Concrete Column Subjected to Extreme Earthquake-type Loading and Effect of Surface Preparation on the Cohesion and Friction Factors of the AASHTO Interface Shear Equation written by Guillermo Palacios and published by . This book was released on 2015 with total page 625 pages. Available in PDF, EPUB and Kindle. Book excerpt: Buildings in areas of high seismicity may be subjected to large axial stresses as well as severe earthquake loading. In order to protect the integrity of these buildings, concrete columns must possess high compressive strength and adequate ductility. While the use of high strength concrete (HSC) may appear as an attractive alternative and can reduce the section size of first story columns, its increase in strength leads to an increase in brittleness compared to that of normal strength concrete. For that reason, HSC requires a large amount of transverse reinforcement to maintain adequate ductility, which leads to severe congestion in placement of the reinforcing bars and adds to the cost and effort. A solution may be found in ultra-high-performance fiber-reinforced concrete (UHPFRC). UHP-FRC is an innovative material which provides high compressive strength (25- 30 ksi) and shear strength as well as improved compressive ductility and excellent confinement characteristics. The addition of high strength steel microfibers into the high strength concrete mix can reduce the need for excessive transverse reinforcement. The UHP-FRC mixture used in this research was created to maximize the dense particle packing concept, and it is essentially self-consolidating. Even though UHP-FRC provides superior material properties, there is limited test data available on its full-scale structural application. The performance of full-scale modern high-rise moment frame columns, with both normal strength concrete and UHP-FRC, tested under very large cyclic displacement reversals up to collapse is presented and discussed in the first part of this thesis. The use of UHP-FRC completely changes the typical failure mode of concrete columns as it improves confinement and prevents concrete crushing. Experimental results showed that the UHP-FRC column exhibited higher peak strength and greater drift capacity before succumbing to significant strength degradation compared to a conventional normal strength reinforced concrete column. The achievement of composite action of concrete bridge deck systems relies heavily on the bond between the precast beams and the cast in-place concrete slabs. Two important components responsible for resisting horizontal shear are the cohesion and/or aggregate interlock, and the friction between the crack faces. The second part of this thesis investigates the influence of surface preparation on the cohesion and friction factors of the nominal interface shear resistance equation of the AASHTO LRFD Bridge Design Specifications (2014). A systematic surface preparation method was developed to recreate the different International Concrete Repair Institute (ICRI) Concrete Surface Profiles (CSPs) from which a series of push-off tests were performed to assess the contribution of the cohesion factor and the friction factor used in the AASHTO interface shear equation. An experimental program was developed made up of component pushoff tests and full-scale composite box and slab beam tests. The experimental results suggest that the cohesion factor used by AASHTO may be considered un-conservative as both the cohesion factor and friction factor are not only dependent on the surface roughness, but also can be limited by the strength of the concrete matrix. The effect of a smoother surface finish typically formed with the use of SCC was also investigated in the full-scale specimens.
Book Synopsis Design Examples for High Strength Steel Reinforced Concrete Columns by : Sing-Ping Chiew
Download or read book Design Examples for High Strength Steel Reinforced Concrete Columns written by Sing-Ping Chiew and published by CRC Press. This book was released on 2018-04-17 with total page 99 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is the companion volume to Design of High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach. This book provides a large number of worked examples for the design of high strength steel reinforced concrete (SRC) columns. It is based on the Eurocode 4 approach, but goes beyond this to give much needed guidance on the narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete. Special considerations are given to resistance calculations that maximize the full strength of the materials, with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. These examples build on the design principles set out in the companion volume, allowing the readers to practice and understand the EC4 methodology easily. Structural engineers and designers who are familiar with basic EC4 design should find these design examples particularly helpful, whilst engineering undergraduate and graduate students who are studying composite steel concrete design and construction should easily gain further understanding from working through the worked examples which are set out in a step-by-step clearly fashion.
Book Synopsis ACI Manual of Concrete Practice by : American Concrete Institute
Download or read book ACI Manual of Concrete Practice written by American Concrete Institute and published by . This book was released on 2002 with total page 1182 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis A Study of High-strength Reinforced Concrete Columns Subjected to Lateral and Axial Loads by : John H. Thomsen
Download or read book A Study of High-strength Reinforced Concrete Columns Subjected to Lateral and Axial Loads written by John H. Thomsen and published by . This book was released on 1992 with total page 170 pages. Available in PDF, EPUB and Kindle. Book excerpt:
