國立高雄大學圖資館 |

Language: English

Back

Stringer-panel models in structural ...

Blaauwendraad, Johan.

Stringer-panel models in structural concreteapplied to D-region design /

Record Type:	Electronic resources : Monograph/item
Title/Author:	Stringer-panel models in structural concreteby Johan Blaauwendraad.
Reminder of title:	applied to D-region design /
Author:	Blaauwendraad, Johan.
Published:	Cham :Springer International Publishing :2018.
Description:	xi, 99 p. :ill. (some col.), digital ;24 cm.
Contained By:	Springer eBooks
Subject:	Concrete construction.
Online resource:	http://dx.doi.org/10.1007/978-3-319-76678-2
ISBN:	9783319766782$q(electronic bk.)

Stringer-panel models in structural concreteapplied to D-region design /
Blaauwendraad, Johan.

Stringer-panel models in structural concreteapplied to D-region design /[electronic resource] :by Johan Blaauwendraad. - Cham :Springer International Publishing :2018. - xi, 99 p. :ill. (some col.), digital ;24 cm. - SpringerBriefs in applied sciences and technology,2191-530X. - SpringerBriefs in applied sciences and technology..

1. Introduction -- 2. Dapped beam -- 3. Beam with recess -- 4. Frame joints and corbels -- 5. Opening in box web -- 6. Console with opening -- 7. Deep beam with opening -- 8. Wall with large opening -- 9. Integral Bridge -- 10. Diaphragm floor slab -- Appendix 1 Linear-elastic analysis using the program SPM.py -- Appendix 2 Linear-elastic analysis using Matlab code and SAP2000.

Structural concrete designers nowadays distinguish between B-regions (named after Bernoulli beam theory) and D-regions (D standing for 'disturbed') They are all familiar with B-regions, but less acquainted with the expertise required for D-regions. To design D-regions, the Strut-and-Tie Model (STM) is usually applied, a model laid down worldwide in structural codes of practice. The Stringer-Panel Model (SPM) recommended here is a companion method to the STM, with the advantage of being suitable for different load cases and reversed loading. This being so, the SPM is suitable for linear-elastic analyses where durability is a key consideration, but also suits structural design for contexts of cyclical seismic activity. Finally, this book sets out how structural engineers who prefer the STM can nevertheless apply the SPM to determine a proper strut-and-tie model.

ISBN: 9783319766782$q(electronic bk.)

Standard No.: 10.1007/978-3-319-76678-2doiSubjects--Topical Terms:

222565
Concrete construction.

LC Class. No.: TA681 / .B533 2018

Dewey Class. No.: 624.1834

Stringer-panel models in structural concreteapplied to D-region design /
LDR:02330nmm a2200337 a 4500 001 540667
003 DE-He213
005 20190107155246.0
006 m d
007 cr nn 008maaau
008 190308s2018 gw s 0 eng d
020 $a 9783319766782$q(electronic bk.)
020 $a 9783319766775$q(paper)
024 7 $a 10.1007/978-3-319-76678-2 $2 doi
035 $a 978-3-319-76678-2
040 $a GP $c GP
041 0 $a eng
050 4 $a TA681 $b .B533 2018
072 7 $a TGB $2 bicssc
072 7 $a SCI041000 $2 bisacsh
072 7 $a TEC009070 $2 bisacsh
082 0 4 $a 624.1834 $2 23
090 $a TA681 $b .B627 2018
100 1 $a Blaauwendraad, Johan. $3 456003
245 1 0 $a Stringer-panel models in structural concrete $h [electronic resource] : $b applied to D-region design / $c by Johan Blaauwendraad.
260 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2018.
300 $a xi, 99 p. : $b ill. (some col.), digital ; $c 24 cm.
490 1 $a SpringerBriefs in applied sciences and technology, $x 2191-530X
505 0 $a 1. Introduction -- 2. Dapped beam -- 3. Beam with recess -- 4. Frame joints and corbels -- 5. Opening in box web -- 6. Console with opening -- 7. Deep beam with opening -- 8. Wall with large opening -- 9. Integral Bridge -- 10. Diaphragm floor slab -- Appendix 1 Linear-elastic analysis using the program SPM.py -- Appendix 2 Linear-elastic analysis using Matlab code and SAP2000.
520 $a Structural concrete designers nowadays distinguish between B-regions (named after Bernoulli beam theory) and D-regions (D standing for 'disturbed') They are all familiar with B-regions, but less acquainted with the expertise required for D-regions. To design D-regions, the Strut-and-Tie Model (STM) is usually applied, a model laid down worldwide in structural codes of practice. The Stringer-Panel Model (SPM) recommended here is a companion method to the STM, with the advantage of being suitable for different load cases and reversed loading. This being so, the SPM is suitable for linear-elastic analyses where durability is a key consideration, but also suits structural design for contexts of cyclical seismic activity. Finally, this book sets out how structural engineers who prefer the STM can nevertheless apply the SPM to determine a proper strut-and-tie model.
650 0 $a Concrete construction. $3 222565
650 0 $a Structural analysis (Engineering) $3 190486
650 0 $a Building materials. $3 211643
650 1 4 $a Engineering. $3 210888
650 2 4 $a Structural Mechanics. $3 274624
650 2 4 $a Structural Materials. $3 274623
650 2 4 $a Building Materials. $3 274688
710 2 $a SpringerLink (Online service) $3 273601
773 0 $t Springer eBooks
830 0 $a SpringerBriefs in applied sciences and technology. $3 557662
856 4 0 $u http://dx.doi.org/10.1007/978-3-319-76678-2
950 $a Engineering (Springer-11647)