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Author : Hajime Umemura,Haruo Takizawa
Publisher : IABSE
Page : 70 pages
File Size : 51,9 Mb
Release : 1982
Category : Buildings
ISBN : 9783857480294
Author : Mark Aschheim,Enrique Hernández-Montes,Dimitrios Vamvatsikos
Publisher : CRC Press
Page : 622 pages
File Size : 55,5 Mb
Release : 2019-04-05
Category : Technology & Engineering
ISBN : 9781315354811
The costs of inadequate earthquake engineering are huge, especially for reinforced concrete buildings. This book presents the principles of earthquake-resistant structural engineering, and uses the latest tools and techniques to give practical design guidance to address single or multiple seismic performance levels. It presents an elegant, simple and theoretically coherent design framework. Required strength is determined on the basis of an estimated yield displacement and desired limits of system ductility and drift demands. A simple deterministic approach is presented along with its elaboration into a probabilistic treatment that allows for design to limit annual probabilities of failure. The design method allows the seismic force resisting system to be designed on the basis of elastic analysis results, while nonlinear analysis is used for performance verification. Detailing requirements of ACI 318 and Eurocode 8 are presented. Students will benefit from the coverage of seismology, structural dynamics, reinforced concrete, and capacity design approaches, which allows the book to be used as a foundation text in earthquake engineering.
Author : Gayle E. Albritton,K. M. Cole
Publisher : Unknown
Page : 150 pages
File Size : 40,8 Mb
Release : 1969
Category : Blast effect
ISBN : UOM:39015086527002
Author : Y.L. Mo
Publisher : Elsevier
Page : 424 pages
File Size : 49,8 Mb
Release : 2013-10-22
Category : Technology & Engineering
ISBN : 9781483290478
This book is concerned with the dynamic behavior of reinforced/prestressed concrete structures, such as: buildings and bridges. It discusses how to predict or check the real inelastic behavior of concrete structures subjected to dynamic loads, including equipment loads, earthquake motions, seismic interactions and missile impacts. A number of techniques have recently been developed to assist in evaluating such occurrences. This book is intended to apply structural dynamics to concrete structures and is appropriate as a textbook for an introductory course in dynamic behavior of concrete structures at the upper-undergraduate or graduate level as well as for practicing engineers.
Author : Christian Meyer
Publisher : Springer
Page : 257 pages
File Size : 46,6 Mb
Release : 2014-05-04
Category : Technology & Engineering
ISBN : 9783709125243
A comprehensive review of the material behavior of concrete under dynamic loads, especially impact and impuls, opens the volume. It is followed by a summary of the various analytical tools available to engineers interested in analyzing the nonlinear behavior of reinforced concrete members for dynamic load. These range from relatively simple and practice-oriented push-over analysis to sophisticated layered finite element models. Important design-related topics are discussed, with special emphasis on performance of concrete frames subjected to seismic loads. The significance of modern software systems is recognized by including extensive examples. For readers not current in dynamic analysis methods, an appendix contains a review of the mathematical methods most commonly used for such analysis.
Author : Comité euro-international du béton
Publisher : Thomas Telford
Page : 196 pages
File Size : 47,6 Mb
Release : 1998
Category : Technology & Engineering
ISBN : 0727726412
This detailed guide is designed to enable the reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by the codes.
Author : fib Fédération internationale du béton
Publisher : fib Fédération internationale du béton
Page : 206 pages
File Size : 48,9 Mb
Release : 2003
Category : Technology & Engineering
ISBN : 2883940657
A brief summary of the history of seismic design as given in chapter 1, indicates that initially design was purely based on strength or force considerations. When the importance of displacement, however, became better appreciated, it was attempted to modify the existing force-based approach in order to include considerations of displacement, rather than to totally reconsider the procedure on a more rational basis. In the last decade, then, several researchers started pointing out this inconsistency, proposing displacement-based approaches for earthquake engineering evaluation and design, with the aim of providing improved reliability in the engineering process by more directly relating computed response and expected structural performance. The main objective of this report is to summarize, critically review and compare the displacement - based approaches proposed in the literature, thus favouring code implementation and practical use of rational and reliable methods. Chapter 2 Seismic performance and design objectives of this report introduces concepts of performance levels, seismic hazard representation, and the coupling of performance and hazard to define performance objectives. In fact, for displacement analysis to be relevant in the context of performance-based design, the structural engineer must select appropriate performance levels and seismic loadings. A critical review of some engineering limit states appropriate to the different performance levels is therefore proposed. In chapter 3 Conceptual basis for displacement-based earthquake resistant design, the fundamental principles associated with displacement of the ground during an earthquake and the effects, in terms of displacement, in the structure, are reviewed. The historical development guides the presentation with a review of general linear and nonlinear structural dynamics principles, general approaches to estimate displacement, for both ground and structure, and finally a general presentation of the means to measure and judge the appropriateness of the displacements of the structure in section. Chapter 4 Approaches and procedures for displacement-based design can be somehow considered the fundamental part of the report, since a critical summary of the displacement - based approaches proposed by different researchers is presented there. Displacement - based design may require specific characterization of the input ground motion, a topic addressed in Chapter 5 Seismic input. In general, various pertinent definitions of input motion for non-code format analysis are included, while peak ground parameters necessary for code base shear equations are only addressed as needed for the definition of motion for analysis. Chapter 6 Displacement capacity of members and systems addresses the fundamental problem of evaluating the inelastic displacement capacity of reinforced concrete members and realistic values of their effective cracked stiffness at yielding, including effects of shear and inclined cracking, anchorage slip, bar buckling and of load cycling. In Chapter 7 Application and evaluation of displacement-based approaches, some of the many different displacement based design procedures briefly introduced in Chapter 4 are applied to various case studies, identifying and discussing the difficulties a designer may encounter when trying to use displacement based design. Results for five different case studies designed in accordance with eight different displacement based design methods are presented. Although in general case studies are considered a useful but marginal part of a state of the art document, in this case it has to be noted that chapter 7 is possibly the most innovative and fundamental part of the whole report. The conclusions of chapter 7 are the fundamental and essential conclusions of the document and allow foreseeing a bright future for displacement - based design approaches. The state-of-art report has been elaborated over a period of 4 years by Task Group 7.2 Displacement-based design and assessment of fib Commission 7Seismic design, a truly international team of experts, representing the expertise and experience of all the important seismic regions of the world. In October 2002 the final draft of the Bulletin was presented to the public during the 1st fibCongress in Osaka. It was also there that it was approved by fib Commission 7Seismic Design.
Author : American Concrete Institute
Publisher : Unknown
Page : 314 pages
File Size : 47,9 Mb
Release : 1979
Category : Science
ISBN : WISC:89034025981
Author : Bungale S. Taranath
Publisher : CRC Press
Page : 1024 pages
File Size : 46,8 Mb
Release : 2009-12-14
Category : Technology & Engineering
ISBN : 9781439804810
An exploration of the world of concrete as it applies to the construction of buildings, Reinforced Concrete Design of Tall Buildings provides a practical perspective on all aspects of reinforced concrete used in the design of structures, with particular focus on tall and ultra-tall buildings. Written by Dr. Bungale S. Taranath, this work explains t
Author : David Jerome
Publisher : Unknown
Page : 248 pages
File Size : 42,5 Mb
Release : 2019-05-31
Category : Technology & Engineering
ISBN : 053000206X
Dissertation Discovery Company and University of Florida are dedicated to making scholarly works more discoverable and accessible throughout the world. This dissertation, "Dynamic Response of Concrete Beams Externally Reinforced With Carbon Fiber Reinforced Plastic" by David Mark Jerome, was obtained from University of Florida and is being sold with permission from the author. A digital copy of this work may also be found in the university's institutional repository, IR@UF. The content of this dissertation has not been altered in any way. We have altered the formatting in order to facilitate the ease of printing and reading of the dissertation.
Author : George G. Penelis,Gregory G. Penelis
Publisher : CRC Press
Page : 878 pages
File Size : 40,5 Mb
Release : 2014-03-24
Category : Technology & Engineering
ISBN : 9780415537636
Bearing in mind that reinforced concrete is a key component in a majority of built environment structures, Concrete Buildings in Seismic Regions combines the scientific knowledge of earthquake engineering with a focus on the design of reinforced concrete buildings in seismic regions. This book addresses practical design issues, providing an integrated, comprehensible, and clear presentation that is suitable for design practice. It combines current approaches to seismic analysis and design, with a particular focus on reinforced concrete structures, and includes: an overview of structural dynamics analysis and design of new R/C buildings in seismic regions post-earthquake damage evaluation, pre earthquake assessment of buildings and retrofitting procedures seismic risk management of R/C buildings within urban nuclei extended numerical example applications Concrete Buildings in Seismic Regions determines guidelines for the proper structural system for many types of buildings, explores recent developments, and covers the last two decades of analysis, design, and earthquake engineering. Divided into three parts, the book specifically addresses seismic demand issues and the basic issues of structural dynamics, considers the "capacity" of structural systems to withstand seismic effects in terms of strength and deformation, and highlights existing R/C buildings under seismic action. All of the book material has been adjusted to fit a modern seismic code and offers in-depth knowledge of the background upon which the code rules are based. It complies with the last edition of European Codes of Practice for R/C buildings in seismic regions, and includes references to the American Standards in effect for seismic design.
Author : G. P. Tilly
Publisher : Elsevier Publishing Company
Page : 332 pages
File Size : 53,8 Mb
Release : 1986
Category : Concrete construction
ISBN : UCAL:B4176960
The engineering development of concrete structures has reached the stage where dynamic behaviour could be critical to design. Hitherto dynamic behaviour has been a preoccupation of steel designers because of the lighter weight, lower flexibility and lower damping of steel assemblages. Also steel has been used for the more demanding applications where there is less margin for error. However, this is now changing and with the introduction of higher strength materials and more advanced designs, concrete is becoming used in situations that would previously have been the preserve of steel. Designers, researchers and students will therefore find the publication of this volume particularly timely. It addresses the question of when to treat a design or analysis problem as being one of statics or dynamics. The fundamental principles of dynamic analysis of single- and multi-degree-of-freedom systems are explained and worked examples are given. Defined and explained are the different types of dynamic loading (mechanical plant, wind, waves and earthquakes) and the effects, structural fatigue, and human discomfort.
Author : FIB – International Federation for Structural Concrete
Publisher : FIB - International Federation for Structural Concrete
Page : 213 pages
File Size : 50,9 Mb
Release : 1997-03-01
Category : Technology & Engineering
ISBN : 9782883940352
Author : George G. Penelis,Gregory G. Penelis
Publisher : CRC Press
Page : 966 pages
File Size : 47,8 Mb
Release : 2018-10-04
Category : Technology & Engineering
ISBN : 9781351578769
Reinforced concrete (R/C) is one of the main building materials used worldwide, and an understanding of its structural performance under gravity and seismic loads, albeit complex, is crucial for the design of cost effective and safe buildings.Concrete Buildings in Seismic Regions comprehensively covers of all the analysis and design issues related
Author : FIB – International Federation for Structural Concrete
Publisher : FIB - International Federation for Structural Concrete
Page : 384 pages
File Size : 48,9 Mb
Release : 1994-05-01
Category : Technology & Engineering
ISBN : 9782883940239
