INTERNATIONAL STANDARD BOOK NUMBER
(Number (ISBN
9783319004877
NATIONAL BIBLIOGRAPHY NUMBER
Country Code
IR
Number
EN-58668
LANGUAGE OF THE ITEM
.Language of Text, Soundtrack etc
انگلیسی
COUNTRY OF PUBLICATION OR PRODUCTlON
Country of publication
IR
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
Compressive force-path method
General Material Designation
[Book]
Other Title Information
:unified ultimate limit-state design of concrete structures
First Statement of Responsibility
/ Michael D Kotsovos
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
ham
Name of Publisher, Distributor, etc.
: Springer,
Date of Publication, Distribution, etc.
, 2013?.
SERIES
Series Title
(Engineering materials)
NOTES PERTAINING TO PUBLICATION, DISTRIBUTION, ETC.
Text of Note
Electronic
INTERNAL BIBLIOGRAPHIES/INDEXES NOTE
Text of Note
Includes bibliographical references and index..
CONTENTS NOTE
Text of Note
Summary: This book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions. The proposed method has a sound theoretical basis and is expressed in a unified form applicable to all structural members, as well as their connections. It is applied in practice through the use of simple failure criteria derived from first principles without the need for calibration through the use of experimental data. The method is capable of predicting not only load-carrying capacity but also the locations and modes of failure, as well as safeguarding the structural performance code requirements. In this book, the concepts underlying the method are first presented for the case of simply supported RC beams. The application of the method is progressively extended so as to cover all common structural elements. For each structural element considered, evidence of the validity of the proposed method is presented together with design examples and comparisons with current code specifications. The method has been found to produce design solutions which satisfy the seismic performance requirements of current codes in all cases investigated to date, including structural members such as beams, columns, and walls, beam-to-beam or column-to-column connections, and beam-to-column joints.
Text of Note
Reappraisal of concepts underlying reinforced concrete design -- The concept of the compressive-force path -- Modelling of simply-supported beams -- Design of simply supported beams -- Design for punching of flat slabs -- Design of skeletal structures with beam-like elements -- Earthquake-resistant design -- Design examples.
SERIES
Title
Engineering materials
TOPICAL NAME USED AS SUBJECT
Reinforced concrete construction, Design and construction
Engineering
Building Materials
Structural Materials
Building Construction
LIBRARY OF CONGRESS CLASSIFICATION
Class number
E-BOOK
PERSONAL NAME - SECONDARY RESPONSIBILITY
Kotsovos, M. D
ORIGINATING SOURCE
Country
ایران
ELECTRONIC LOCATION AND ACCESS
Host name
9783319004877.pdf
Access number
عادی
Compression information
عادی
Date and Hour of Consultation and Access
9783319004877.pdf
Electronic Format Type
متن
old catalog
e
BL
1
a
Y
