Compressive Force-Path Method (Record no. 54743)

000 -LEADER
fixed length control field 03496nam a22005415i 4500
001 - CONTROL NUMBER
control field 978-3-319-00488-4
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20200421111657.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 131004s2014 gw | s |||| 0|eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9783319004884
-- 978-3-319-00488-4
082 04 - CLASSIFICATION NUMBER
Call Number 691
100 1# - AUTHOR NAME
Author Kotsovos, Michael D.
245 10 - TITLE STATEMENT
Title Compressive Force-Path Method
Sub Title Unified Ultimate Limit-State Design of Concrete Structures /
300 ## - PHYSICAL DESCRIPTION
Number of Pages XVI, 221 p. 191 illus.
490 1# - SERIES STATEMENT
Series statement Engineering Materials,
505 0# - FORMATTED CONTENTS NOTE
Remark 2 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.
520 ## - SUMMARY, ETC.
Summary, etc 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.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
General subdivision Design and construction.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://dx.doi.org/10.1007/978-3-319-00488-4
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Cham :
-- Springer International Publishing :
-- Imprint: Springer,
-- 2014.
336 ## -
-- text
-- txt
-- rdacontent
337 ## -
-- computer
-- c
-- rdamedia
338 ## -
-- online resource
-- cr
-- rdacarrier
347 ## -
-- text file
-- PDF
-- rda
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Buildings
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Construction.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering, Architectural.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building materials.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Structural materials.
650 14 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Engineering.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building Materials.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Structural Materials.
650 24 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Building Construction.
830 #0 - SERIES ADDED ENTRY--UNIFORM TITLE
-- 1612-1317
912 ## -
-- ZDB-2-ENG

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