Engineering Structures - avril 2014

Publié:	avril 2014

Auteur(s)	Titre	Page(s)
Zalewski, Robert / Szmidt, Tomasz	Application of Special Granular Structures for semi-active damping of lateral beam vibrations	13-20
Gu, Xianglin / Wang, Xiaolin / Yin, Xiaojing / Lin, Feng / Hou, Jian	Collapse simulation of reinforced concrete moment frames considering impact actions among blocks	30-41
Cardone, D. / Gesualdi, G.	Design, testing and implementation of a Cu-SMA-based device for improving the thermal behavior of steel tie-rods	42-51
Prabhu, Saurabh / Atamturktur, Sez / Brosnan, Denis / Messier, Peter / Dorrance, Rick	Foundation settlement analysis of Fort Sumter National Monument: Model development and predictive assessment	1-12
Petry, Sarah / Beyer, Katrin	Influence of boundary conditions and size effect on the drift capacity of URM walls	76-88
Humbert, J. / Boudaud, C. / Baroth, J. / Hameury, S. / Daudeville, L.	Joints and wood shear walls modelling I: Constitutive law, experimental tests and FE model under quasi-static loading	52-61
Gaspar, A. / Lopez-Caballero, F. / Modaressi-Farahmand-Razavi, A. / Gomes-Correia, A.	Methodology for a probabilistic analysis of an RCC gravity dam construction. Modelling of temperature, hydration degree and ageing degree fields	99-110
Martínez, Carlos A. / Curadelli, Oscar / Compagnoni, María E.	Optimal placement of nonlinear hysteretic dampers on planar structures under seismic excitation	89-98
Mousavi, Seyed Amin / Zahrai, Seyed Mehdi / Bahrami-Rad, Asghar	Quasi-static cyclic tests on super-lightweight EPS concrete shear walls	62-75
Butt, Faheem / Omenzetter, Piotr	Seismic response trends evaluation and finite element model calibration of an instrumented RC building considering soil–structure interaction and non-structural components	111-123
Reynolds, Thomas / Harris, Richard / Chang, Wen-Shao	Stiffness of dowel-type timber connections under pre-yield oscillating loads	21-29

Auteur(s)

Titre

Page(s)

Zalewski, Robert / Szmidt, Tomasz

Application of Special Granular Structures for semi-active damping of lateral beam vibrations

13-20

Gu, Xianglin / Wang, Xiaolin / Yin, Xiaojing / Lin, Feng / Hou, Jian

Collapse simulation of reinforced concrete moment frames considering impact actions among blocks

30-41

Cardone, D. / Gesualdi, G.

Design, testing and implementation of a Cu-SMA-based device for improving the thermal behavior of steel tie-rods

42-51

Prabhu, Saurabh / Atamturktur, Sez / Brosnan, Denis / Messier, Peter / Dorrance, Rick

Foundation settlement analysis of Fort Sumter National Monument: Model development and predictive assessment

1-12

Petry, Sarah / Beyer, Katrin

Influence of boundary conditions and size effect on the drift capacity of URM walls

76-88

Humbert, J. / Boudaud, C. / Baroth, J. / Hameury, S. / Daudeville, L.

Joints and wood shear walls modelling I: Constitutive law, experimental tests and FE model under quasi-static loading

52-61

Gaspar, A. / Lopez-Caballero, F. / Modaressi-Farahmand-Razavi, A. / Gomes-Correia, A.

Methodology for a probabilistic analysis of an RCC gravity dam construction. Modelling of temperature, hydration degree and ageing degree fields

99-110

Martínez, Carlos A. / Curadelli, Oscar / Compagnoni, María E.

Optimal placement of nonlinear hysteretic dampers on planar structures under seismic excitation

89-98

Mousavi, Seyed Amin / Zahrai, Seyed Mehdi / Bahrami-Rad, Asghar

Quasi-static cyclic tests on super-lightweight EPS concrete shear walls

62-75

Butt, Faheem / Omenzetter, Piotr

Seismic response trends evaluation and finite element model calibration of an instrumented RC building considering soil–structure interaction and non-structural components

111-123

Reynolds, Thomas / Harris, Richard / Chang, Wen-Shao

Stiffness of dowel-type timber connections under pre-yield oscillating loads

21-29

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Engineering Structures - avril 2014

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Engineering Structures - avril 2014

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.