Compressive Force-Path Method (Record no. 54743)
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000 -LEADER | |
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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 |
-- | |
-- | 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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