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TITLE: Load-carrying capacity of timber-concrete joints with Dowel-type fasteners Full Text
AUTHORS: Dias, AMPG ; Lopes, SMR ; Van de Kuilen, JWG; Cruz, HMP;
PUBLISHED: 2007, SOURCE: JOURNAL OF STRUCTURAL ENGINEERING-ASCE, VOLUME: 133, ISSUE: 5

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TITLE: Castellated surface for timber-concrete composite connections
AUTHORS: Jorge, L; Lopes, S ; Cruz, H;
PUBLISHED: 2006, SOURCE: 9th World Conference on Timber Engineering 2006, WCTE 2006 in 9th World Conference on Timber Engineering 2006, WCTE 2006, VOLUME: 1

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TITLE: Creep effects in timber concrete joints with dowels and notches
AUTHORS: Dias, AMPG ; Cruz, H; Lopes, S ; Kuilen, JWG;
PUBLISHED: 2006, SOURCE: 9th World Conference on Timber Engineering 2006, WCTE 2006 in 9th World Conference on Timber Engineering 2006, WCTE 2006, VOLUME: 2

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TITLE: Deformable strut and tie model for the calculation of the plastic rotation capacity Full Text
AUTHORS: Sergio M Lopes ; Ricardo N F do Carmo;
PUBLISHED: 2006, SOURCE: COMPUTERS & STRUCTURES, VOLUME: 84, ISSUE: 31-32

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TITLE: Requires plastic rotation of RC beams
AUTHORS: do Carmo, RNF; Lopes, SM ;
PUBLISHED: 2006, SOURCE: PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, VOLUME: 159, ISSUE: 2

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TITLE: Ductility and linear analysis with moment redistribution in reinforced high-strength concrete beams Full Text
AUTHORS: do Carmo, RNF; Lopes, SMR ;
PUBLISHED: 2005, SOURCE: CANADIAN JOURNAL OF CIVIL ENGINEERING, VOLUME: 32, ISSUE: 1

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TITLE: Influence of the shear force and transverse reinforcement ratio on plastic rotation capacity Full Text
AUTHORS: Do Carmo, RNF; Lopes, SM ;
PUBLISHED: 2005, SOURCE: Structural Concrete, VOLUME: 6, ISSUE: 3

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TITLE: Behaviour of timber concrete composite slabs
AUTHORS: Lopes, SMR ; Dias, AMPG ; Cruz, HMP;
PUBLISHED: 2004, SOURCE: Journal of the Institute of Wood Science, VOLUME: 16, ISSUE: 5

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TITLE: Neutral axis depth versus flexural ductility in high-strength concrete beams Full Text
AUTHORS: Bernardo, LFA ; Lopes, SMR ;
PUBLISHED: 2004, SOURCE: JOURNAL OF STRUCTURAL ENGINEERING-ASCE, VOLUME: 130, ISSUE: 3

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CrossRef: 37

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