Analysis of unreinforced masonry walls under eccentric axial load: Experimental, Numerical and Analytical approaches to the bending-buckling mixed failure mode
5 Angebote vergleichen
Preise | Okt. 14 | Juli 15 | Sep. 15 |
---|---|---|---|
Schnitt | € 100,48 | € 116,05 | € 107,04 |
Nachfrage |
1
Symbolbild
Analysis of unreinforced masonry walls under eccentric axial load
DE PB NW
ISBN: 9783639713848 bzw. 3639713842, in Deutsch, Scholar'S Press, Taschenbuch, neu.
Lieferung aus: Deutschland, Versandkostenfrei.
buecher.de GmbH & Co. KG, [1].
Many buildings are supported by load-bearing masonry walls and maintaining them is a need. Hence, a comprehensive study of these structures is necessary as a starting point. These walls are mostly subjected to vertical eccentric loads and their structural response is characterised by the second-order bending effects and the non-linear response of the masonry, including its almost negligible tensile strength. An experimental campaign, consisting of hundreds of characterisation tests and twenty full-scale walls, has been carried out to analyse the influence of the slenderness of the wall and the eccentricity of the load in the load-bearing capacity. A simplified micro-model has been implemented, validated and applied to analyse this problem and a new analytical method is proposed in contrast to two standards, which have been considered too. Numerical and analytical results have been compared with the experimental ones. The proposed numerical model provides better results for the cases with larger slenderness or eccentricity of the applied load, whereas the proposed analytical method provides more accurate results than the ones obtained by applying the codes.2014. 328 S. 220 mmVersandfertig in 3-5 Tagen, Softcover.
buecher.de GmbH & Co. KG, [1].
Many buildings are supported by load-bearing masonry walls and maintaining them is a need. Hence, a comprehensive study of these structures is necessary as a starting point. These walls are mostly subjected to vertical eccentric loads and their structural response is characterised by the second-order bending effects and the non-linear response of the masonry, including its almost negligible tensile strength. An experimental campaign, consisting of hundreds of characterisation tests and twenty full-scale walls, has been carried out to analyse the influence of the slenderness of the wall and the eccentricity of the load in the load-bearing capacity. A simplified micro-model has been implemented, validated and applied to analyse this problem and a new analytical method is proposed in contrast to two standards, which have been considered too. Numerical and analytical results have been compared with the experimental ones. The proposed numerical model provides better results for the cases with larger slenderness or eccentricity of the applied load, whereas the proposed analytical method provides more accurate results than the ones obtained by applying the codes.2014. 328 S. 220 mmVersandfertig in 3-5 Tagen, Softcover.
2
Analysis of unreinforced masonry walls under eccentric axial load: Experimental, Numerical and Analytical approaches to the bending-buckling mixed failure mode (2014)
EN PB NW
ISBN: 9783639713848 bzw. 3639713842, in Englisch, 328 Seiten, Scholars' Press, Taschenbuch, neu.
Neu ab: $120.00 (7 Angebote)
Gebraucht ab: $137.20 (3 Angebote)
Zu den weiteren 10 Angeboten bei Amazon.com
Lieferung aus: Vereinigte Staaten von Amerika, Usually ships in 1-2 business days.
Von Händler/Antiquariat, Wordery USA.
Many buildings are supported by load-bearing masonry walls and maintaining them is a need. Hence, a comprehensive study of these structures is necessary as a starting point. These walls are mostly subjected to vertical eccentric loads and their structural response is characterised by the second-order bending effects and the non-linear response of the masonry, including its almost negligible tensile strength. An experimental campaign, consisting of hundreds of characterisation tests and twenty full-scale walls, has been carried out to analyse the influence of the slenderness of the wall and the eccentricity of the load in the load-bearing capacity. A simplified micro-model has been implemented, validated and applied to analyse this problem and a new analytical method is proposed in contrast to two standards, which have been considered too. Numerical and analytical results have been compared with the experimental ones. The proposed numerical model provides better results for the cases with larger slenderness or eccentricity of the applied load, whereas the proposed analytical method provides more accurate results than the ones obtained by applying the codes. Paperback, Label: Scholars' Press, Scholars' Press, Produktgruppe: Book, Publiziert: 2014-08-14, Freigegeben: 2014-08-14, Studio: Scholars' Press.
Von Händler/Antiquariat, Wordery USA.
Many buildings are supported by load-bearing masonry walls and maintaining them is a need. Hence, a comprehensive study of these structures is necessary as a starting point. These walls are mostly subjected to vertical eccentric loads and their structural response is characterised by the second-order bending effects and the non-linear response of the masonry, including its almost negligible tensile strength. An experimental campaign, consisting of hundreds of characterisation tests and twenty full-scale walls, has been carried out to analyse the influence of the slenderness of the wall and the eccentricity of the load in the load-bearing capacity. A simplified micro-model has been implemented, validated and applied to analyse this problem and a new analytical method is proposed in contrast to two standards, which have been considered too. Numerical and analytical results have been compared with the experimental ones. The proposed numerical model provides better results for the cases with larger slenderness or eccentricity of the applied load, whereas the proposed analytical method provides more accurate results than the ones obtained by applying the codes. Paperback, Label: Scholars' Press, Scholars' Press, Produktgruppe: Book, Publiziert: 2014-08-14, Freigegeben: 2014-08-14, Studio: Scholars' Press.
3
Analysis of unreinforced masonry walls under eccentric axial load
DE NW
ISBN: 9783639713848 bzw. 3639713842, in Deutsch, VDM Verlag Dr. Müller, Saarbrücken, Deutschland, neu.
Lieferung aus: Deutschland, zzgl. Versandkosten.
Many buildings are supported by load-bearing masonry walls and maintaining them is a need. Hence, a comprehensive study of these structures is necessary as a starting point. These walls are mostly subjected to vertical eccentric loads and their structural response is characterised by the second-order bending effects and the non-linear response of the masonry, including its almost negligible tensile strength. An experimental campaign, consisting of hundreds of characterisation tests and twenty full-scale walls, has been carried out to analyse the influence of the slenderness of the wall and the eccentricity of the load in the load-bearing capacity. A simplified micro-model has been implemented, validated and applied to analyse this problem and a new analytical method is proposed in contrast to two standards, which have been considered too. Numerical and analytical results have been compared with the experimental ones. The proposed numerical model provides better results for the cases with larger slenderness or eccentricity of the applied load, whereas the proposed analytical method provides more accurate results than the ones obtained by applying the codes.
Many buildings are supported by load-bearing masonry walls and maintaining them is a need. Hence, a comprehensive study of these structures is necessary as a starting point. These walls are mostly subjected to vertical eccentric loads and their structural response is characterised by the second-order bending effects and the non-linear response of the masonry, including its almost negligible tensile strength. An experimental campaign, consisting of hundreds of characterisation tests and twenty full-scale walls, has been carried out to analyse the influence of the slenderness of the wall and the eccentricity of the load in the load-bearing capacity. A simplified micro-model has been implemented, validated and applied to analyse this problem and a new analytical method is proposed in contrast to two standards, which have been considered too. Numerical and analytical results have been compared with the experimental ones. The proposed numerical model provides better results for the cases with larger slenderness or eccentricity of the applied load, whereas the proposed analytical method provides more accurate results than the ones obtained by applying the codes.
4
Analysis of unreinforced masonry walls under eccentric axial load
EN US
ISBN: 9783639713848 bzw. 3639713842, in Englisch, OmniScriptum GmbH & Co. KG, OmniScriptum GmbH & Co. KG, OmniScriptum GmbH & Co. KG, gebraucht.
Lieferung aus: Vereinigte Staaten von Amerika, zzgl. Versandkosten, Free Shipping on eligible orders over $25, in-stock.
Bernat-Mas Ernest, Paperback, English-language edition, Pub by OmniScriptum GmbH & Co. KG.
Bernat-Mas Ernest, Paperback, English-language edition, Pub by OmniScriptum GmbH & Co. KG.
5
Analysis of unreinforced masonry walls under eccentric axial load (2014)
EN NW
ISBN: 9783639713848 bzw. 3639713842, in Englisch, OmniScriptum GmbH & Co. KG, AV Akademikerverlag GmbH & Co. KG. AV Akademikerverlag GmbH & Co. KG. neu.
Lieferung aus: Vereinigte Staaten von Amerika, zzgl. Versandkosten, Free Shipping on eligible orders over $25.
Bernat-Mas Ernest,Paperback, English-language edition,Pub by AV Akademikerverlag GmbH & Co. KG.
Bernat-Mas Ernest,Paperback, English-language edition,Pub by AV Akademikerverlag GmbH & Co. KG.
Lade…