Engineering Structures - avril 2013

Publié:	avril 2013

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Daoud, Atef / Maurel, Olivier / Laborderie, Christian	2D mesoscopic modelling of bar–concrete bond	696-706
Xu, Ming Cai / Guedes Soares, C.	Assessment of residual ultimate strength for wide dented stiffened panels subjected to compressive loads	316-328
Kimiaeifar, A. / Lund, E. / Thomsen, O. T. / Sørensen, J. D.	Asymptotic Sampling for reliability analysis of adhesive bonded stepped lap composite joints	655-663
Abdulridha, Alaa / Palermo, Dan / Foo, Simon / Vecchio, Frank J.	Behavior and modeling of superelastic shape memory alloy reinforced concrete beams	893-904
Archundia-Aranda, Hans I. / Tena-Colunga, Arturo / Grande-Vega, Alejandro	Behavior of reinforced concrete haunched beams subjected to cyclic shear loading	27-42
Souici, A. / Berthet, J. F. / Li, A. / Rahal, N.	Behaviour of both mechanically connected and bonded steel–concrete composite beams	11-23
Couto, Carlos / Real, Paulo Vila / Lopes, Nuno / Rodrigues, João Paulo	Buckling analysis of braced and unbraced steel frames exposed to fire	541-559
Yabuki, Tetsuya / Chambers, Janice J. / Arizumi, Yasunori / Shimozato, Tetsuhiro / Matsushita, Hiroaki	Buckling capacity of welded stainless steel flanges by finite element analysis	831-839
Torra, V. / Auguet, C. / Isalgue, A. / Carreras, G. / Terriault, P. / Lovey, F. C.	Built in dampers for stayed cables in bridges via SMA. The SMARTeR-ESF project: A mesoscopic and macroscopic experimental analysis with numerical simulations	43-57
Casolo, Siro / Milani, Gabriele / Uva, Giuseppina / Alessandri, Claudio	Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy	465-490
Carroll, S. P. / Owen, J. S. / Hussein, M. F. M.	A coupled biomechanical/discrete element crowd model of crowd–bridge dynamic interaction and application to the Clifton Suspension Bridge	58-75
Chen, Donna / El-Hacha, Raafat	Damage tolerance and residual strength of hybrid FRP–UHPC beam	275-283
Santoro, Maria Grazia / Kunnath, Sashi K.	Damage-based RC beam element for nonlinear structural analysis	733-742
Bolmsvik, Åsa / Brandt, Anders	Damping assessment of light wooden assembly with and without damping material	434-447
Lu, Wei / Ma, Zhongcheng / Mäkeläinen, Pentti / Outinen, Jyri	Design of shot nailed steel sheeting connection at ambient and elevated temperatures	963-972
Saad-Eldeen, S. / Garbatov, Y. / Guedes Soares, C.	Effect of corrosion severity on the ultimate strength of a steel box girder	560-571
Filipov, Evgueni T. / Fahnestock, Larry A. / Steelman, Joshua S. / Hajjar, Jerome F. / LaFave, James M. / Foutch, Douglas A.	Evaluation of quasi-isolated seismic bridge behavior using nonlinear bearing models	168-181
Vázquez-Herrero, Cristina / Martínez-Lage, Isabel / Aguilar, Gerardo / Martínez-Abella, Fernando	Evaluation of strand bond properties along the transfer length of prestressed lightweight concrete members	1048-1058
Pitrakkos, Theodoros / Tizani, Walid	Experimental behaviour of a novel anchored blind-bolt in tension	905-919
Razaqpur, A. Ghani / Shedid, Marwan / Nofal, Mostafa	Experimental investigation of load distribution in a composite girder bridge at elastic versus inelastic states	707-718
Gouverneur, Dirk / Caspeele, Robby / Taerwe, Luc	Experimental investigation of the load–displacement behaviour under catenary action in a restrained reinforced concrete slab strip	1007-1016
Mahendran, Mahen / Keerthan, Poologanathan	Experimental studies of the shear behavior and strength of LiteSteel beams with stiffened web openings	840-854
Li, Zhong-Xian / Lv, Yang / Xu, Long-He / Ding, Yang / Zhao, Qiuhong	Experimental studies on nonlinear seismic control of a steel–concrete hybrid structure using MR dampers	248-263
Cheng, Xin / Chen, Yiyi / Nethercot, David A.	Experimental study on H-shaped steel beam-columns with large width-thickness ratios under cyclic bending about weak-axis	264-274
Huang, Shan-Shan / Davison, Buick / Burgess, Ian W.	Experiments on reverse-channel connections at elevated temperatures	973-982
Shifferaw, Yared / Fanous, F. S.	Field testing and finite element analysis of steel bridge retrofits for distortion-induced fatigue	385-395
Ormarsson, Sigurdur / Dahlblom, Ola	Finite element modelling of moisture related and visco-elastic deformations in inhomogeneous timber beams	182-189
Tesser, Leopoldo / Scotta, Roberto	Flexural and shear capacity of composite steel truss and concrete beams with inferior precast concrete base	135-145
Campione, Giuseppe / Benfratello, Salvatore / Cucchiara, Calogero / Minafò, Giovanni	Flexural behaviour of glass panels under dead load and uniform lateral pressure	664-670
Carmona, J. R. / Porras, R. / Yu, R. C. / Ruiz, G.	A fracture mechanics model to describe the buckling behavior of lightly reinforced concrete columns	588-599
Ozbakkaloglu, Togay / Lim, Jian C. / Vincent, Thomas	FRP-confined concrete in circular sections: Review and assessment of stress–strain models	1068-1088
Zhao, Junxian / Wu, Bin / Ou, Jinping	Global stability design method of buckling-restrained braces considering end bending moment transfer: Discussion on pinned connections with collars	947-962
Ebead, Usama / Saeed, Huda	Hybrid shear strengthening system for reinforced concrete beams: An experimental study	421-433
Pérez Caldentey, Alejandro / Padilla Lavaselli, Patricio / Corres Peiretti, Hugo / Ariñez Fernández, Freddy	Influence of stirrup detailing on punching shear strength of flat slabs	855-865
Zhou, Xiangming / Li, Guoqiang	A macro-element based practical model for seismic analysis of steel–concrete composite high-rise buildings	91-103
Murín, J. / Aminbaghai, M. / Kutiš, V. / Hrabovsky, J.	Modal analysis of the FGM beams with effect of axial force under longitudinal variable elastic Winkler foundation	234-247
Yi, Jin-Hak / Park, Jin-Soon / Han, Sang-Hun / Lee, Kwang-Soo	Modal identification of a jacket-type offshore structure using dynamic tilt responses and investigation of tidal effects on modal properties	767-781
Nazir, Shahid / Dhanasekar, Manicka	Modelling the failure of thin layered mortar joints in masonry	615-627
Benavent-Climent, A. / Donaire-Ávila, J.	Moment transfer and influence of transverse beams in interior waffle flat plate–column connections under lateral loading	146-155
Hedayati Dezfuli, F. / Shahria Alam, M.	Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator	525-540
Poirier, Jeffrey D. / Vel, Senthil S. / Caccese, Vincent	Multi-objective optimization of laser-welded steel sandwich panels for static loads using a genetic algorithm	508-524
Kato, Junji / Ramm, Ekkehard	Multiphase layout optimization for fiber reinforced composites considering a damage model	202-220
del Coz Díaz, J. J. / García Nieto, P. J. / Lozano Martínez-Luengas, A. / Suarez Domínguez, F. J. / Domínguez Hernández, J.	Non-linear numerical analysis of plywood board timber connections by DOE-FEM and full-scale experimental validation	76-90
Bai, Linjia / Zhang, Yunfeng	Nonlinear dynamic behavior of steel framed roof structure with self-centering members under extreme transient wind load	819-830
Kugler, St. / Fotiu, P. A. / Murín, J.	The numerical analysis of FGM shells with enhanced finite elements	920-935
Luccioni, Bibiana / Rougier, Viviana C.	Numerical analysis of fibre reinforced polymer retrofitted masonry panels	360-372
Azimi, Hossein / Galal, Khaled / Pekau, Oscar A.	A numerical element for vehicle–bridge interaction analysis of vehicles experiencing sudden deceleration	792-805
Salih, E. L. / Gardner, L. / Nethercot, D. A.	Numerical study of stainless steel gusset plate connections	448-464
Godinho, L. / Dias-Da-Costa, D. / Areias, P. / Júlio, E. / Soares, D.	Numerical study towards the use of a SH wave ultrasonic-based strategy for crack detection in concrete structures	782-791
Bocciarelli, Massimiliano / Colombi, Pierluigi	On the elasto-plastic behavior of continuous steel beams reinforced by bonded CFRP lamina	756-766
Hassan, M. M.	Optimization of stay cables in cable-stayed bridges using finite element, genetic algorithm, and B-spline combined technique	643-654
Motallebi Nasrabadi, Mohammad / Torabian, Shahabeddin / Mirghaderi, Seyed Rasoul	Panel zone modelling of Flanged Cruciform Columns: An analytical and numerical approach	491-507
Granata, Michele Fabio / Margiotta, Piercarlo / Arici, Marcello	A parametric study of curved incrementally launched bridges	373-384
Gidaris, Ioannis / Taflanidis, Alexandros A.	Parsimonious modeling of hysteretic structural response in earthquake engineering: Calibration/validation and implementation in probabilistic risk assessment	1017-1033
Visintin, P. / Oehlers, D. J. / Haskett, M.	Partial-interaction time dependent behaviour of reinforced concrete beams	408-420
Sarkar, Arunjyoti / Gudmestad, Ove T.	Pendulum type liquid column damper (PLCD) for controlling vibrations of a structure – Theoretical and experimental study	221-233
Kallias, A. N. / Rafiq, M. Imran	Performance assessment of corroding RC beams using response surface methodology	671-685
Martinelli, Luca / Martinelli, Paolo / Mulas, Maria Gabriella	Performance of fiber beam–column elements in the seismic analysis of a lightly reinforced shear wall	345-359
Bernardo, L. F. A. / Lopes, S. M. R.	Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion	190-201
Block, F. M. / Davison, J. B. / Burgess, I. W. / Plank, R. J.	Principles of a component-based connection element for the analysis of steel frames in fire	1059-1067
Soliman, Mohamed / Frangopol, Dan M. / Kim, Sunyong	Probabilistic optimum inspection planning of steel bridges with multiple fatigue sensitive details	996-1006
Afefy, Hamdy Mohy El-Din / Mahmoud, Mohamed Hussein / Fawzy, Tarek Mohamed	Rehabilitation of defected RC stepped beams using CFRP	295-305
Verhaeghe, W. / Elishakoff, I.	Reliability based bridging of the gap between system's safety factors associated with different failure modes	606-614
Carroll, S. P. / Owen, J. S. / Hussein, M. F. M.	Reproduction of lateral ground reaction forces from visual marker data and analysis of balance response while walking on a laterally oscillating deck	1034-1047
Remennikov, Alex M. / Kong, Sih Ying / Uy, Brian	The response of axially restrained non-composite steel–concrete–steel sandwich panels due to large impact loading	806-818
Yu, Haitao / Yuan, Yong / Qiao, Zongzhao / Gu, Yun / Yang, Zhihao / Li, Xiudi	Seismic analysis of a long tunnel based on multi-scale method	572-587
Grande, Ernesto / Rasulo, Alessandro	Seismic assessment of concentric X-braced steel frames	983-995
Rahman Bhuiyan, A. / Shahria Alam, M.	Seismic performance assessment of highway bridges equipped with superelastic shape memory alloy-based laminated rubber isolation bearing	396-407
Chaulagain, H. / Rodrigues, H. / Jara, J. / Spacone, E. / Varum, H.	Seismic response of current RC buildings in Nepal: A comparative analysis of different design/construction	284-294
Wang, Jingfeng / Zhang, Lin / Spencer, B. F.	Seismic response of extended end plate joints to concrete-filled steel tubular columns	876-892
Barros, Helena / Ferreira, Carla / Figueiras, Joaquim	Serviceability design of reinforced concrete members – Closed form solution	600-605
Trahair, N. S.	Shear effect on cruciform post-buckling	24-26
Fang, C. / Izzuddin, B. A. / Elghazouli, A. Y. / Nethercot, D. A.	Simplified energy-based robustness assessment for steel-composite car parks under vehicle fire	719-732
Miguel, Pedro F. / Navarro-Gregori, Juan / Fernandez-Prada, Miguel A. / Bonet, José L.	A simplified method to predict the ultimate shear stress of reinforced concrete membrane elements	329-344
Chalioris, Constantin E.	Steel fibrous RC beams subjected to cyclic deformations under predominant shear	104-118
Abas, F. M. / Gilbert, R. I. / Foster, S. J. / Bradford, M. A.	Strength and serviceability of continuous composite slabs with deep trapezoidal steel decking and steel fibre reinforced concrete	866-875
Altin, Sinan / Kopraman, Yağmur / Baran, Mehmet	Strengthening of RC walls using externally bonding of steel strips	686-695
Teng, J. G. / Hu, Y. M. / Yu, T.	Stress–strain model for concrete in FRP-confined steel tubular columns	156-167
Sorace, Stefano / Terenzi, Gloria	Structural assessment of a modern heritage building	743-755
Carbonari, Sandro / Gara, Fabrizio / Roia, Davide / Leoni, Graziano / Dezi, Luigino	Tests on two 18-years-old prestressed thin walled roof elements	936-946
Carta, G. / Stochino, F.	Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads	306-315
Takewaki, Izuru / Fujita, Kohei / Yoshitomi, Shinta	Uncertainties in long-period ground motion and its impact on building structural design: Case study of the 2011 Tohoku (Japan) earthquake	119-134
Yu, Min / Zha, Xiaoxiong / Ye, Jianqiao / Li, Yuting	A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression	1-10
van der Meer, L. J. / Martens, D. R. W. / Vermeltfoort, A. T.	UPT rectangular and flanged shear walls of high-strength CASIEL-TLM masonry: Experimental and numerical push-over analysis	628-642

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IssueID
17327
Publié(e) le:
06.12.2018
Modifié(e) le:
30.06.2019

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Engineering Structures - avril 2013

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