Engineering Structures - octobre 2015

Publié:	octobre 2015

Auteur(s)	Titre	Page(s)
Yapar, O. / Basu, P. K. / Nordendale, N.	Accurate finite element modeling of pretensioned prestressed concrete beams	163-178
Beltempo, Angela / Balduzzi, Giuseppe / Alfano, Giulio / Auricchio, Ferdinando	Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger–Reissner principle	88-98
Bennacer, M. A. / Beroual, A. / Kriker, A. / Demonceau, Jean-François	Analytical model for composite joints under sagging moment	399-411
Wanninger, F. / Frangi, A. / Steiger, R.	Bearing stiffness in wood-to-wood compression joints	631-640
Azzuni, Eyas / Guzey, Sukru	Comparison of the shell design methods for cylindrical liquid storage tanks	621-630
Uzelac, Ivana / Smoljanović, Hrvoje / Peroš, Bernardin	A computationally efficient numerical model for a dynamic analysis of thin plates based on the combined finite–discrete element method	509-517
Ma, Weixin / Becque, Jurgen / Hajirasouliha, Iman / Ye, Jun	Cross-sectional optimization of cold-formed steel channels to Eurocode 3	641-651
Phocas, Marios C. / Christoforou, Eftychios G. / Matheou, Maria	Design, motion planning and control of a reconfigurable hybrid structure	376-385
Martens, K. / Caspeele, R. / Belis, J.	Development of composite glass beams – A review	1-15
Shu, Jiangpeng / Fall, David / Plos, Mario / Zandi, Kamyab / Lundgren, Karin	Development of modelling strategies for two-way RC slabs	439-449
Youssf, Osama / ElGawady, Mohamed A. / Mills, Julie E.	Displacement and plastic hinge length of FRP-confined circular reinforced concrete columns	465-476
Kocsis, Attila / Németh, Róbert K. / Turmunkh, Baigalimaa	Dynamic analysis of a beam on block-and-tackle suspension system: A continuum approach	412-426
Yap, Soon Poh / Khaw, Kuan Ren / Alengaram, U. Johnson / Jumaat, Mohd Zamin	Effect of fibre aspect ratio on the torsional behaviour of steel fibre-reinforced normal weight concrete and lightweight concrete	24-33
Wang, Xin / Shi, Jianzhe / Wu, Gang / Yang, Long / Wu, Zhishen	Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique	34-44
Bradford, Mark Andrew / Pi, Yong-Lin / Yang, Guotao / Fan, Xiao-Chun	Effects of approximations on non-linear in-plane elastic buckling and postbuckling analyses of shallow parabolic arches	58-67
Diz, Sérgio / Costa, Aníbal / Costa, Alexandre A.	Efficiency of strengthening techniques assessed for existing masonry buildings	205-215
Rocha, J. M. / Henriques, A. A. / Calçada, R. / Rönnquist, A.	Efficient methodology for the probabilistic safety assessment of high-speed railway bridges	138-149
Málaga-Chuquitaype, C.	Estimation of peak displacements in steel structures through dimensional analysis and the efficiency of alternative ground-motion time and length scales	264-278
Maranan, G. B. / Manalo, A. C. / Benmokrane, B. / Karunasena, W. / Mendis, P.	Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars	529-541
Bianco, Vincenzo / Granati, Serena	Expeditious seismic assessment of existing moment resisting frame reinforced concrete buildings: Proposal of a calculation method	715-732
El-Azizy, Omar A. / Shedid, Marwan T. / El-Dakhakhni, Wael W. / Drysdale, Robert G.	Experimental evaluation of the seismic performance of reinforced concrete structural walls with different end configurations	246-263
Lin, Fangshu / Maghareh, Amin / Dyke, Shirley J. / Lu, Xilin	Experimental implementation of predictive indicators for configuring a real-time hybrid simulation	427-438
Kumar, Manish / Whittaker, Andrew S. / Constantinou, Michael C.	Experimental investigation of cavitation in elastomeric seismic isolation bearings	290-305
Nehdi, Moncef L. / Abbas, Safeer / Soliman, Ahmed M.	Exploratory study of ultra-high performance fiber reinforced concrete tunnel lining segments with varying steel fiber lengths and dosages	733-742
Atkočiūnas, J. / Ulitinas, T. / Kalanta, S. / Blaževičius, G.	An extended shakedown theory on an elastic–plastic spherical shell	352-363
Agha Beigi, Hossein / Sullivan, Timothy John / Christopoulos, Constantin / Calvi, Gian Michele	Factors influencing the repair costs of soft-story RC frame buildings and implications for their seismic retrofit	233-245
Yeter, B. / Garbatov, Y. / Guedes Soares, C.	Fatigue damage assessment of fixed offshore wind turbine tripod support structures	518-528
Ghafoori, Elyas / Motavalli, Masoud / Zhao, Xiao-Ling / Nussbaumer, Alain / Fontana, Mario	Fatigue design criteria for strengthening metallic beams with bonded CFRP plates	542-557
Khelifa, M. / Auchet, S. / Méausoone, P.-J. / Celzard, A.	Finite element analysis of flexural strengthening of timber beams with Carbon Fibre-Reinforced Polymers	364-375
Wadi, Amer / Pettersson, Lars / Karoumi, Raid	Flexible culverts in sloping terrain: Numerical simulation of soil loading effects	111-124
Kucukler, Merih / Gardner, Leroy / Macorini, Lorenzo	Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method	662-676
Wieghaus, Kyle T. / Mander, John B. / Hurlebaus, Stefan	Fragility analysis of wind-excited traffic signal structures	652-661
Tichko, Serge / De Schutter, Geert / Troch, Peter / Vierendeels, Jan / Verhoeven, Ronny / Lesage, Karel / Cauberg, Niki	Influence of the viscosity of self-compacting concrete and the presence of rebars on the formwork pressure while filling bottom-up	698-714
Boudaud, C. / Humbert, J. / Baroth, J. / Hameury, S. / Daudeville, L.	Joints and wood shear walls modelling II: Experimental tests and FE models under seismic loading	743-749
Escallón, J. P. / Boetticher, v. / Wendeler, C. / Chatzi, E. / Bartelt, P.	Mechanics of chain-link wire nets with loose connections	68-87
Nazari, Ali / Rajeev, Pathmanathan / Sanjayan, Jay G.	Modelling of upheaval buckling of offshore pipeline buried in clay soil using genetic programming	306-317
Timosidis, D. / Megalooikonomou, K. G. / Pantazopoulou, S. J.	Monolithic reinforced concrete bridge joints under cyclic excitation	477-493
Belyaev, A. / Maag, V. / Speckert, M. / Obermayr, M. / Küfer, K.-H.	Multi-criteria optimization of test rig loading programs in fatigue life determination	16-23
Li, M. / Lei, M. / Wen, P. H.	Non-linear analysis of FGM composites by finite block method in cylindrical coordinates	150-162
Cao, P. L. / Yang, Q. S. / Law, S. S.	Nonlinear analytical model of a two-layer wooden beam in a heritage structure	494-508
Sideris, Petros	Nonlinear quasi-static analysis of hybrid sliding–rocking bridge columns subjected to lateral loading	125-137
Mostafa, A.	Numerical analysis on the effect of shear keys pitch on the shear performance of foamed sandwich panels	216-232
Xu, Guoji / Cai, C. S.	Numerical simulations of lateral restraining stiffness effect on bridge deck–wave interaction under solitary waves	337-351
Losanno, Daniele / Spizzuoco, Mariacristina / Serino, Giorgio	An optimal design procedure for a simple frame equipped with elastic-deformable dissipative braces	677-697
Cladera, Antoni / Mari, Antonio / Ribas, Carlos / Bairán, Jesús / Oller, Eva	Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams	386-398
Michou, A. / Hilaire, A. / Benboudjema, F. / Nahas, G. / Wyniecki, P. / Berthaud, Y.	Reinforcement–concrete bond behavior: Experimentation in drying conditions and meso-scale modeling	570-582
Whitney, Reeves / Agrawal, Anil K.	Seismic performance of flexible timber diaphragms: Damping, force–displacement and natural period	583-590
Mazza, Fabio	Seismic vulnerability and retrofitting by damped braces of fire-damaged r.c. framed buildings	179-192
Blebo, Felix C. / Roke, David A.	Seismic-resistant self-centering rocking core system	193-204
Groli, Giancarlo / Pérez Caldentey, Alejandro / Marchetto, Francesco / Ariñez Fernández, Freddy	Serviceability performance of FRC columns under imposed displacements: An experimental study	450-464
Dat, Pham Xuan / Hai, Tan Kang / Jun, Yu	A simplified approach to assess progressive collapse resistance of reinforced concrete framed structures	45-57
Al-Zoubi, Mohammed Shukri	Simplified model for shear strength of orthogonally RC membrane elements subjected to in-plane normal and shear stresses	558-569
Martinelli, Enzo / Lima, Carmine / De Stefano, Gaetano	A simplified procedure for Nonlinear Static analysis of masonry infilled RC frames	591-608
Moreira, R. D. F. / Campilho, R. D. S. G.	Strength improvement of adhesively-bonded scarf repairs in aluminium structures with external reinforcements	99-110
Karabeliov, Krassimire / Cuéllar, Pablo / Baeßler, Matthias / Rücker, Werner	System identification of inverse, multimodal and nonlinear problems using evolutionary computing – Application to a pile structure supported on nonlinear springs	609-620
Mousavi, J. / Tariverdilo, S.	Tuning mass of internal flexible wall to reduce seismic demand on exterior walls of liquid storage tanks	279-289
Bompa, D. V. / Elghazouli, A. Y.	Ultimate shear behaviour of hybrid reinforced concrete beam-to-steel column assemblages	318-336

Auteur(s)

Titre

Page(s)

Yapar, O. / Basu, P. K. / Nordendale, N.

Accurate finite element modeling of pretensioned prestressed concrete beams

163-178

Beltempo, Angela / Balduzzi, Giuseppe / Alfano, Giulio / Auricchio, Ferdinando

Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger–Reissner principle

88-98

Bennacer, M. A. / Beroual, A. / Kriker, A. / Demonceau, Jean-François

Analytical model for composite joints under sagging moment

399-411

Wanninger, F. / Frangi, A. / Steiger, R.

Bearing stiffness in wood-to-wood compression joints

631-640

Azzuni, Eyas / Guzey, Sukru

Comparison of the shell design methods for cylindrical liquid storage tanks

621-630

Uzelac, Ivana / Smoljanović, Hrvoje / Peroš, Bernardin

A computationally efficient numerical model for a dynamic analysis of thin plates based on the combined finite–discrete element method

509-517

Ma, Weixin / Becque, Jurgen / Hajirasouliha, Iman / Ye, Jun

Cross-sectional optimization of cold-formed steel channels to Eurocode 3

641-651

Phocas, Marios C. / Christoforou, Eftychios G. / Matheou, Maria

Design, motion planning and control of a reconfigurable hybrid structure

376-385

Martens, K. / Caspeele, R. / Belis, J.

Development of composite glass beams – A review

1-15

Shu, Jiangpeng / Fall, David / Plos, Mario / Zandi, Kamyab / Lundgren, Karin

Development of modelling strategies for two-way RC slabs

439-449

Youssf, Osama / ElGawady, Mohamed A. / Mills, Julie E.

Displacement and plastic hinge length of FRP-confined circular reinforced concrete columns

465-476

Kocsis, Attila / Németh, Róbert K. / Turmunkh, Baigalimaa

Dynamic analysis of a beam on block-and-tackle suspension system: A continuum approach

412-426

Yap, Soon Poh / Khaw, Kuan Ren / Alengaram, U. Johnson / Jumaat, Mohd Zamin

Effect of fibre aspect ratio on the torsional behaviour of steel fibre-reinforced normal weight concrete and lightweight concrete

24-33

Wang, Xin / Shi, Jianzhe / Wu, Gang / Yang, Long / Wu, Zhishen

Effectiveness of basalt FRP tendons for strengthening of RC beams through the external prestressing technique

34-44

Bradford, Mark Andrew / Pi, Yong-Lin / Yang, Guotao / Fan, Xiao-Chun

Effects of approximations on non-linear in-plane elastic buckling and postbuckling analyses of shallow parabolic arches

58-67

Diz, Sérgio / Costa, Aníbal / Costa, Alexandre A.

Efficiency of strengthening techniques assessed for existing masonry buildings

205-215

Rocha, J. M. / Henriques, A. A. / Calçada, R. / Rönnquist, A.

Efficient methodology for the probabilistic safety assessment of high-speed railway bridges

138-149

Málaga-Chuquitaype, C.

Estimation of peak displacements in steel structures through dimensional analysis and the efficiency of alternative ground-motion time and length scales

264-278

Maranan, G. B. / Manalo, A. C. / Benmokrane, B. / Karunasena, W. / Mendis, P.

Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars

529-541

Bianco, Vincenzo / Granati, Serena

Expeditious seismic assessment of existing moment resisting frame reinforced concrete buildings: Proposal of a calculation method

715-732

El-Azizy, Omar A. / Shedid, Marwan T. / El-Dakhakhni, Wael W. / Drysdale, Robert G.

Experimental evaluation of the seismic performance of reinforced concrete structural walls with different end configurations

246-263

Lin, Fangshu / Maghareh, Amin / Dyke, Shirley J. / Lu, Xilin

Experimental implementation of predictive indicators for configuring a real-time hybrid simulation

427-438

Kumar, Manish / Whittaker, Andrew S. / Constantinou, Michael C.

Experimental investigation of cavitation in elastomeric seismic isolation bearings

290-305

Nehdi, Moncef L. / Abbas, Safeer / Soliman, Ahmed M.

Exploratory study of ultra-high performance fiber reinforced concrete tunnel lining segments with varying steel fiber lengths and dosages

733-742

Atkočiūnas, J. / Ulitinas, T. / Kalanta, S. / Blaževičius, G.

An extended shakedown theory on an elastic–plastic spherical shell

352-363

Agha Beigi, Hossein / Sullivan, Timothy John / Christopoulos, Constantin / Calvi, Gian Michele

Factors influencing the repair costs of soft-story RC frame buildings and implications for their seismic retrofit

233-245

Yeter, B. / Garbatov, Y. / Guedes Soares, C.

Fatigue damage assessment of fixed offshore wind turbine tripod support structures

518-528

Ghafoori, Elyas / Motavalli, Masoud / Zhao, Xiao-Ling / Nussbaumer, Alain / Fontana, Mario

Fatigue design criteria for strengthening metallic beams with bonded CFRP plates

542-557

Khelifa, M. / Auchet, S. / Méausoone, P.-J. / Celzard, A.

Finite element analysis of flexural strengthening of timber beams with Carbon Fibre-Reinforced Polymers

364-375

Wadi, Amer / Pettersson, Lars / Karoumi, Raid

Flexible culverts in sloping terrain: Numerical simulation of soil loading effects

111-124

Kucukler, Merih / Gardner, Leroy / Macorini, Lorenzo

Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method

662-676

Wieghaus, Kyle T. / Mander, John B. / Hurlebaus, Stefan

Fragility analysis of wind-excited traffic signal structures

652-661

Tichko, Serge / De Schutter, Geert / Troch, Peter / Vierendeels, Jan / Verhoeven, Ronny / Lesage, Karel / Cauberg, Niki

Influence of the viscosity of self-compacting concrete and the presence of rebars on the formwork pressure while filling bottom-up

698-714

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

Joints and wood shear walls modelling II: Experimental tests and FE models under seismic loading

743-749

Escallón, J. P. / Boetticher, v. / Wendeler, C. / Chatzi, E. / Bartelt, P.

Mechanics of chain-link wire nets with loose connections

68-87

Nazari, Ali / Rajeev, Pathmanathan / Sanjayan, Jay G.

Modelling of upheaval buckling of offshore pipeline buried in clay soil using genetic programming

306-317

Timosidis, D. / Megalooikonomou, K. G. / Pantazopoulou, S. J.

Monolithic reinforced concrete bridge joints under cyclic excitation

477-493

Belyaev, A. / Maag, V. / Speckert, M. / Obermayr, M. / Küfer, K.-H.

Multi-criteria optimization of test rig loading programs in fatigue life determination

16-23

Li, M. / Lei, M. / Wen, P. H.

Non-linear analysis of FGM composites by finite block method in cylindrical coordinates

150-162

Cao, P. L. / Yang, Q. S. / Law, S. S.

Nonlinear analytical model of a two-layer wooden beam in a heritage structure

494-508

Sideris, Petros

Nonlinear quasi-static analysis of hybrid sliding–rocking bridge columns subjected to lateral loading

125-137

Mostafa, A.

Numerical analysis on the effect of shear keys pitch on the shear performance of foamed sandwich panels

216-232

Xu, Guoji / Cai, C. S.

Numerical simulations of lateral restraining stiffness effect on bridge deck–wave interaction under solitary waves

337-351

Losanno, Daniele / Spizzuoco, Mariacristina / Serino, Giorgio

An optimal design procedure for a simple frame equipped with elastic-deformable dissipative braces

677-697

Cladera, Antoni / Mari, Antonio / Ribas, Carlos / Bairán, Jesús / Oller, Eva

Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams

386-398

Michou, A. / Hilaire, A. / Benboudjema, F. / Nahas, G. / Wyniecki, P. / Berthaud, Y.

Reinforcement–concrete bond behavior: Experimentation in drying conditions and meso-scale modeling

570-582

Whitney, Reeves / Agrawal, Anil K.

Seismic performance of flexible timber diaphragms: Damping, force–displacement and natural period

583-590

Mazza, Fabio

Seismic vulnerability and retrofitting by damped braces of fire-damaged r.c. framed buildings

179-192

Blebo, Felix C. / Roke, David A.

Seismic-resistant self-centering rocking core system

193-204

Groli, Giancarlo / Pérez Caldentey, Alejandro / Marchetto, Francesco / Ariñez Fernández, Freddy

Serviceability performance of FRC columns under imposed displacements: An experimental study

450-464

Dat, Pham Xuan / Hai, Tan Kang / Jun, Yu

A simplified approach to assess progressive collapse resistance of reinforced concrete framed structures

45-57

Al-Zoubi, Mohammed Shukri

Simplified model for shear strength of orthogonally RC membrane elements subjected to in-plane normal and shear stresses

558-569

Martinelli, Enzo / Lima, Carmine / De Stefano, Gaetano

A simplified procedure for Nonlinear Static analysis of masonry infilled RC frames

591-608

Moreira, R. D. F. / Campilho, R. D. S. G.

Strength improvement of adhesively-bonded scarf repairs in aluminium structures with external reinforcements

99-110

Karabeliov, Krassimire / Cuéllar, Pablo / Baeßler, Matthias / Rücker, Werner

System identification of inverse, multimodal and nonlinear problems using evolutionary computing – Application to a pile structure supported on nonlinear springs

609-620

Mousavi, J. / Tariverdilo, S.

Tuning mass of internal flexible wall to reduce seismic demand on exterior walls of liquid storage tanks

279-289

Bompa, D. V. / Elghazouli, A. Y.

Ultimate shear behaviour of hybrid reinforced concrete beam-to-steel column assemblages

318-336

Publicité

Engineering Structures - octobre 2015

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

Engineering Structures - octobre 2015

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.