Engineering Structures - janvier 2013

Publié:	janvier 2013

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Draï, Ahmed / Aour, Benaoumeur	Analysis of plastic deformation behavior of HDPE during high pressure torsion process	87-93
Zhang, Hua / Liu, Liang / Dong, Ming / Sun, Hao	Analysis of wind-induced vibration of fluid–structure interaction system for isolated aqueduct bridge	28-37
Oudah, Fadi / El-Hacha, Raafat	Analytical fatigue prediction model of RC beams strengthened in flexure using prestressed FRP reinforcement	173-183
Jiang, Hua / Kurama, Yahya C.	An analytical investigation on the seismic retrofit of older medium-rise reinforced concrete shear walls under lateral loads	459-470
Park, Hong-Gun / Kang, Soonpil / Choi, Kyoung-Kyu	Analytical model for shear strength of ordinary and prestressed concrete beams	94-103
Karimi, Kian / Tait, Michael J. / El-Dakhakhni, Wael W.	Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios	526-534
Rana, Shohel / Islam, Nazrul / Ahsan, Raquib / Ghani, Sayeed Nurul	Application of evolutionary operation to the minimum cost design of continuous prestressed concrete bridge structure	38-48
Fiore, Alessandra / Foti, Dora / Monaco, Pietro / Raffaele, Domenico / Uva, Giuseppina	An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process	631-642
Ubertini, Filippo / Gentile, Carmelo / Materazzi, Annibale Luigi	Automated modal identification in operational conditions and its application to bridges	264-278
Elsawaf, S. / Wang, Y. C.	Behaviour of restrained structural subassemblies of steel beam to CFT column in fire during cooling stage	471-492
Sousa-Martins, J. / Kakogiannis, D. / Coghe, F. / Reymen, B. / Teixeira-Dias, F.	Behaviour of sandwich structures with cork compound cores subjected to blast waves	140-146
Punurai, Wonsiri / Hsu, Cheng-Tzu Thomas / Punurai, Sun / Chen, Jian	Biaxially loaded RC slender columns strengthened by CFRP composite fabrics	311-321
Seo, Junwon / Phares, Brent / Lu, Ping / Wipf, Terry / Dahlberg, Justin	Bridge rating protocol using ambient trucks through structural health monitoring system	569-580
Gao, X. Y. / Balendra, T. / Koh, C. G.	Buckling strength of slender circular tubular steel braces strengthened by CFRP	547-556
Ghallab, Ahmed	Calculating ultimate tendon stress in externally prestressed continuous concrete beams using simplified formulas	417-430
Roca, Pere / Cervera, Miguel / Pelà, Luca / Clemente, Roberto / Chiumenti, Michele	Continuum FE models for the analysis of Mallorca Cathedral	653-670
Bilotta, A. / Faella, C. / Martinelli, E. / Nigro, E.	Design by testing procedure for intermediate debonding in EBR FRP strengthened RC beams	147-154
Praveen Moragaspitiya, H. N. / Thambiratnam, David P. / Perera, Nimal J. / Chan, Tommy H. T.	Development of a vibration based method to update axial shortening of vertical load bearing elements in reinforced concrete buildings	49-61
Beben, Damian	Dynamic amplification factors of corrugated steel plate culverts	193-204
Habibi, Ali / Chan, Ricky W. K. / Albermani, Faris	Energy-based design method for seismic retrofitting with passive energy dissipation systems	77-86
Hoult, Neil A. / Take, W. Andy / Lee, Chris / Dutton, Michael	Experimental accuracy of two dimensional strain measurements using Digital Image Correlation	718-726
Perdomo, María Elena / Picón, Ricardo / Marante, María Eugenia / hild, François / Roux, Stephan / Flórez-López, Julio	Experimental analysis and mathematical modeling of fracture in RC elements with any aspect ratio	407-416
Sistaninia, M. / Hudert, M. / Humbert, L. / Weinand, Y.	Experimental and numerical study on structural behavior of a single timber Textile Module	557-568
Jankowska-Sandberg, Joanna / Kołodziej, Jarosław	Experimental study of steel truss lateral–torsional buckling	165-172
Saliba, N. / Gardner, L.	Experimental study of the shear response of lean duplex stainless steel plate girders	375-391
Lu, Lyan-Ywan / Hsu, Chia-Chiea	Experimental study of variable-frequency rocking bearings for near-fault seismic isolation	116-129
Chang, Shuenn-Yih	An explicit structure-dependent algorithm for pseudodynamic testing	511-525
Soty, R. / Shima, H.	Formulation for shear force–relative displacement relationship of L-shape shear connector in steel–concrete composite structures	581-592
Ferradi, Mohammed Khalil / Cespedes, Xavier / Arquier, Mathieu	A higher order beam finite element with warping eigenmodes	748-762
Tizani, Walid / Wang, Zhi Yu / Hajirasouliha, Iman	Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: An experimental investigation	535-546
Contamine, R. / Si Larbi, A. / Hamelin, P.	Identifying the contributing mechanisms of textile reinforced concrete (TRC) in the case of shear repairing damaged and reinforced concrete beams	447-458
Hu, Bo	An improved criterion for sufficiently/insufficiently FRP-confined concrete derived from ultimate axial stress	431-446
Nwankwo, E. / Fallah, A. Soleiman / Langdon, G. S. / Louca, L. A.	Inelastic deformation and failure of partially strengthened profiled blast walls	671-686
Ghafoori, E.	Interfacial stresses in beams strengthened with bonded prestressed plates	508-510
Sha, Yanyan / Hao, Hong	Laboratory tests and numerical simulations of barge impact on circular reinforced concrete piers	593-605
Wang, Chun-Lin / Usami, Tsutomu / Funayama, Jyunki / Imase, Fumiaki	Low-cycle fatigue testing of extruded aluminium alloy buckling-restrained braces	294-301
Rizk, E. / Marzouk, H.	Minimum shear reinforcement for thick plates and two-way slabs	1-13
Nithyadharan, M. / Kalyanaraman, V.	Modelling hysteretic behaviour of cold-formed steel wall panels	643-652
Sengupta, Piyali / Li, Bing	Modified Bouc–Wen model for hysteresis behavior of RC beam–column joints with limited transverse reinforcement	392-406
Kaźmierczak, Magda / Jędrysiak, Jarosław	A new combined asymptotic-tolerance model of vibrations of thin transversally graded plates	322-331
Kamaris, George S. / Hatzigeorgiou, George D. / Beskos, Dimitri E.	A new damage index for plane steel frames exhibiting strength and stiffness degradation under seismic motion	727-736
Markovič, M. / Krauberger, N. / Saje, M. / Planinc, I. / Bratina, S.	Non-linear analysis of pre-tensioned concrete planar beams	279-293
Pecce, Marisa / Rossi, Fernando	The non-linear model of embedded steel–concrete composite column bases	247-263
Pi, Y.-L. / Bradford, M. A.	Nonlinear analysis and buckling of shallow arches with unequal rotational end restraints	615-630
Khorsandnia, Nima / Valipour, Hamid R. / Crews, Keith	Nonlinear finite element analysis of timber beams and joints using the layered approach and hypoelastic constitutive law	606-614
Salawdeh, Suhaib / Goggins, Jamie	Numerical simulation for steel brace members incorporating a fatigue model	332-349
Bi, Kaiming / Hao, Hong	Numerical simulation of pounding damage to bridge structures under spatially varying ground motions	62-76
Ferreira, Denise / Bairán, Jesús / Mari, Antonio	Numerical simulation of shear-strengthened RC beams	359-374
Farahi, Mojtaba / Mofid, Massood	On the quantification of seismic performance factors of Chevron Knee Bracings, in steel structures	155-164
Zaki, Manal K.	Optimal performance of FRP strengthened concrete columns under combined axial–flexural loading	14-27
Lárusson, Lárus H. / Fischer, Gregor / Jönsson, Jeppe	Prefabricated floor panels composed of fiber reinforced concrete and a steel substructure	104-115
Sharma, Akanshu / Reddy, G. R. / Vaze, K. K. / Eligehausen, R.	Pushover experiment and analysis of a full scale non-seismically detailed RC structure	218-233
Brites, Ricardo D. / Neves, Luís C. / Saporiti Machado, J. / Lourenço, Paulo B. / Sousa, Hélder S.	Reliability analysis of a timber truss system subjected to decay	184-192
Pastor, M. M. / Bonada, J. / Roure, F. / Casafont, M.	Residual stresses and initial imperfections in non-linear analysis	493-507
Rai, Durgesh C. / Annam, Praveen K. / Pradhan, Tripti	Seismic testing of steel braced frames with aluminum shear yielding dampers	737-747
Chacón, Rolando / Mirambell, Enrique / Real, Esther	Strength and ductility of concrete-filled tubular piers of integral bridges	234-246
Mascia, Nilson T. / Forti, Nádia C. S. / Soriano, Julio / Nicolas, Elias A. / Forti, Tiago L. D.	Study of concrete–timber composite beams using an analytical approach based on the principle of virtual work and experimental results	302-310
Bedynek, A. / Real, E. / Mirambell, E.	Tapered plate girders under shear: Tests and numerical research	350-358
Russo, Salvatore	Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy	130-139
Metelli, Giovanni	Theoretical and experimental study on the cyclic behaviour of X braced steel frames	763-773
Seguín, Carlos E. / Almazán, José L. / de la Llera, Juan C.	Torsional balance of seismically isolated asymmetric structures	703-717
Chou, Chung-Che / Chang, Hao-Jan / Hewes, Joshua T.	Two-plastic-hinge and two dimensional finite element models for post-tensioned precast concrete segmental bridge columns	205-217
López-Almansa, F. / Domínguez, D. / Benavent-Climent, A.	Vulnerability analysis of RC buildings with wide beams located in moderate seismicity regions	687-702

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IssueID
17343
Publié(e) le:
01.12.2018
Modifié(e) le:
30.06.2019

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Engineering Structures - janvier 2013

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Engineering Structures - janvier 2013

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