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Author : Anonim
Publisher : Unknown
Page : 144 pages
File Size : 40,7 Mb
Release : 1978
Category : Buildings
ISBN : UOM:39015006416765
Author : Anonim
Publisher : Unknown
Page : 0 pages
File Size : 53,5 Mb
Release : 1978
Category : Buildings
ISBN : OCLC:7415999
Author : Arya, Anand S,Boen, Teddy,Ishiyama, Yuji
Publisher : UNESCO
Page : 191 pages
File Size : 45,7 Mb
Release : 2014-08-25
Category : Electronic
ISBN : 9789230000325
Author : Center for Building Technology
Publisher : Unknown
Page : 160 pages
File Size : 49,8 Mb
Release : 1974
Category : Buildings
ISBN : UIUC:30112024135672
Author : fib Fédération internationale du béton
Publisher : fib Fédération internationale du béton
Page : 206 pages
File Size : 41,5 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 : Somnath Ghosh,Arundeb Gupta
Publisher : CRC Press
Page : 258 pages
File Size : 48,6 Mb
Release : 2021-06-14
Category : Technology & Engineering
ISBN : 9781000385663
Design of Wind and Earthquake Resistant Reinforced Concrete Buildings explains wind and seismic design issues of RCC buildings in brief and provides design examples based on recommendations of latest IS codes essential for industrial design. Intricate issues of RCC design are discussed which are supplemented by real-life examples. Guidelines are presented for evaluating the acceptability of wind-induced motions of tall buildings. Design methodologies for structures to deform well beyond their elastic limits, which is essential under seismic excitation, have been discussed in detail. Comparative discussion including typical design examples using recent British, Euro and American codes is also included. Features: Explains wind and earthquake resistant design issues, balancing theoretical aspects and design implications, in detail Discusses issues for designing the wind and earthquake resistant RCC structures Provides comprehensive understanding, analysis, design and detailing of the structures Includes a detailed discussion on IS code related to wind and earthquake resistant design and its comparison with Euro, British and American codes Contains architectural drawings and structural drawings The book is aimed at researchers, professionals, graduate students in wind and earthquake engineering, design of RCC structures, modelling and analysis of structures, civil/infrastructure engineering.
Author : Building Seismic Safety Council (U.S.)
Publisher : Unknown
Page : 164 pages
File Size : 46,6 Mb
Release : 1985
Category : Buildings
ISBN : UCSD:31822003491446
Author : International Association for Earthquake Engineering. Committee II.,Anand Swarup Arya
Publisher : Unknown
Page : 103 pages
File Size : 51,8 Mb
Release : 1980
Category : Buildings
ISBN : OCLC:25169987
Author : fib Fédération internationale du béton
Publisher : fib Fédération internationale du béton
Page : 272 pages
File Size : 53,6 Mb
Release : 2003-01-01
Category : Technology & Engineering
ISBN : 2883940673
The aim of this state-of-art report is to present current practices for use of precast and prestressed concrete in countries in seismic regions, to recommend good practice, and to discuss current developments. The report has been drafted by 30 contributors from nine different countries. This state-of-art report covers: state of the practice in various countries; advantages and disadvantages of incorporating precast reinforced and prestressed concrete in construction; lessons learned from previous earthquakes; construction concepts; design approaches; primary lateral load resisting systems (precast and prestressed concrete frame systems and structural walls including dual systems) diaphragms of precast and prestressed concrete floor units; modelling and analytical methods; gravity load resisting systems; foundations; and miscellaneous elements (shells, folded plates, stairs and architectural cladding panels). Design equations are reported where necessary, but the emphasis is on principles. Ordinary cast-in-place reinforced concrete is not considered in this report. This fib state-of-the-art report is intended to assist designers and constructors to provide safe and economical applications of structural precast concrete and at the same time to allow innovation in design and construction to continue. This Bulletin N° 27 was approved as an fib state-of-art report in autumn 2002 byfib Commission 7, Seismic design.
Author : Anonim
Publisher : Unknown
Page : 644 pages
File Size : 53,8 Mb
Release : 1979
Category : Shock (Mechanics)
ISBN : STANFORD:36105007165793
Author : John A. Blume
Publisher : Unknown
Page : 340 pages
File Size : 52,6 Mb
Release : 1991
Category : Technology & Engineering
ISBN : CORNELL:31924062991744
Author : Portland Cement Association
Publisher : Unknown
Page : 76 pages
File Size : 42,9 Mb
Release : 1955
Category : Buildings
ISBN : UCAL:B4314431
Author : FIB – Féd. Int. du Béton
Publisher : FIB - Féd. Int. du Béton
Page : 290 pages
File Size : 40,5 Mb
Release : 2016
Category : Technology & Engineering
ISBN : 9782883941182
This document has a broad scope and is not focussed on design issues. Precast construction under seismic conditions is treated as a whole. The main principles of seismic design of different structural systems, their behavior and their construction techniques are presented through rules, construction steps and sequences, procedures, and details that should lead to precast structures built in seismic areas complying with the fundamental performance requirements of collapse prevention and life safety in major earthquakes and limited damage in more frequent earthquakes. The content of this document is largely limited to conventional precast construction and, although some information is provided on the well-known “PRESSS technology” (jointed ductile dry connections), this latter solution is not treated in detail in this document. The general overview, contained in this document, of alternative structural systems and connection solutions available to achieve desired performance levels, intends to provide engineers, architects, clients, and end-users (in general) with a better appreciation of the wide range of applications that modern precast concrete technology can have in various types of construction from industrial to commercial as well as residential. Lastly, the emphasis on practical aspects, from conceptual design to connection detailing, aims to help engineers to move away from the habit of blindly following prescriptive codes in their design, but instead go back to basic principles, in order to achieve a more robust understanding, and thus control, of the seismic behaviour of the structural system as a whole, as well as of its components and individual connections.
Author : Anonim
Publisher : Unknown
Page : 654 pages
File Size : 54,7 Mb
Release : 1989
Category : Building
ISBN : COLUMBIA:AR00131709
Author : Mark Aschheim,Enrique Hernández-Montes,Dimitrios Vamvatsikos
Publisher : CRC Press
Page : 622 pages
File Size : 44,7 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.