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Analytical assessment of an irregular RC frame for full-scale 3D pseudo-dynamic testing. Part II Condition assessment and test deploymentJEONG, Seong-Hoon; ELNASHAI, Amr S.Journal of earthquake engineering. 2005, Vol 9, Num 2, pp 265-284, issn 1363-2469, 20 p.Article

Study of bond stress―slip relationship and radial dilation in prestressed concreteBENITEZ, José Ma; GALVEZ, J. C; CASATI, M. J et al.International journal for numerical and analytical methods in geomechanics (Print). 2013, Vol 37, Num 16, pp 2706-2726, issn 0363-9061, 21 p.Article

A combined local damage index for seismic assessment of existing RC structuresMERGOS, P. E; KAPPOS, A. J.Earthquake engineering & structural dynamics. 2013, Vol 42, Num 6, pp 833-852, issn 0098-8847, 20 p.Article

Bond slip model for the simulation of reinforced concrete structuresCASANOVA, A; JASON, L; DAVENNE, L et al.Engineering structures. 2012, Vol 39, pp 66-78, issn 0141-0296, 13 p.Article

A new bond-slip model for adhesive in CFRP―steel composite systemsDEHGHANI, E; DANESHJOO, F; AGHAKOUCHAK, A. A et al.Engineering structures. 2012, Vol 34, pp 447-454, issn 0141-0296, 8 p.Article

Bond-slip relations for PBO-FRCM materials externally bonded to concreteD'AMBRISI, Angelo; FEO, Luciano; FOCACCI, Francesco et al.Composites. Part B, Engineering. 2012, Vol 43, Num 8, pp 2938-2949, issn 1359-8368, 12 p.Article

An enriched finite element for crack opening and rebar slip in reinforced concrete membersCONTRAFATTO, Loredana; CUOMO, Massimo; FAZIO, Francesco et al.International journal of fracture. 2012, Vol 178, Num 1-2, pp 33-50, issn 0376-9429, 18 p.Article

Effects of reinforcement slippage on the non-linear response under cyclic loadings of RC frame structuresLIMKATANYU, Suchart; SPACONE, Enrico.Earthquake engineering & structural dynamics. 2003, Vol 32, Num 15, pp 2407-2424, issn 0098-8847, 18 p.Article

An experimental and numerical investigation on the cyclic response of a portal frame pier belonging to an old reinforced concrete viaductPAOLACCI, F; GIANNINI, R.Earthquake engineering & structural dynamics. 2012, Vol 41, Num 6, pp 1109-1127, issn 0098-8847, 19 p.Article

Local bond-slip behavior between cold-formed metal and concreteMAJDI, Yazdan; THOMAS HSU, Cheng-Tzu; PUNURAI, Sun et al.Engineering structures. 2014, Vol 69, pp 271-284, issn 0141-0296, 14 p.Article

Modeling of mechanical bond-slip for steel-reinforced concrete under thermal loadsPOTHISIRI, Thanyawat; PANEDPOJAMAN, Pattamad.Engineering structures. 2013, Vol 48, pp 497-507, issn 0141-0296, 11 p.Article

Bond―slip model for CFRP strips near-surface mounted to concreteZHANG, S. S; TENG, J. G; YU, T et al.Engineering structures. 2013, Vol 56, pp 945-953, issn 0141-0296, 9 p.Article

Nonlinear micromechanics-based bond-slip model for FRP/concrete interfacesBAKY, H. Abdel; EBEAD, U. A; NEALE, K. W et al.Engineering structures. 2012, Vol 39, pp 11-23, issn 0141-0296, 13 p.Article

Analytical assessment and modeling of RC beam-column connections strengthened with CFRP compositesLE-TRUNG, Kien; LEE, Kihak; SHIN, Myoungsu et al.Composites. Part B, Engineering. 2011, Vol 42, Num 7, pp 1786-1798, issn 1359-8368, 13 p.Article

Failure of unrestrained lightly reinforced concrete slabs under fire, Part II: Verification and applicationOMER, E; IZZUDDIN, B. A; ELGHAZOULI, A. Y et al.Engineering structures. 2010, Vol 32, Num 9, pp 2647-2657, issn 0141-0296, 11 p.Article

Prediction of the nonlinear pull-out response of FRP ground anchors using an analytical transfer matrix methodZHENG, Jian-Jun; DAI, Jian-Guo.Engineering structures. 2014, Vol 81, pp 377-385, issn 0141-0296, 9 p.Article

Long anchorage bond―slip formulation for modeling of r.c. elements and jointsMAZZAROLO, Enrico; SCOTTA, Roberto; BERTO, Luisa et al.Engineering structures. 2012, Vol 34, pp 330-341, issn 0141-0296, 12 p.Article

Modeling of interfaces in two-dimensional problems using solid finite elements with high aspect ratioMANZOLI, O. L; GAMINO, A. L; RODRIGUES, E. A et al.Computers & structures. 2012, Vol 94-95, pp 70-82, issn 0045-7949, 13 p.Article

Failure of unrestrained lightly reinforced concrete slabs under fire, Part I: Analytical modelsOMER, E; IZZUDDIN, B. A; ELGHAZOULI, A. Y et al.Engineering structures. 2010, Vol 32, Num 9, pp 2631-2646, issn 0141-0296, 16 p.Article

FE model to simulate bond-slip behavior in composite concrete beam bridgesKWAK, Hyo-Gyoung; HWANG, Jin-Wook.Computers & structures. 2010, Vol 88, Num 17-18, pp 973-984, issn 0045-7949, 12 p.Article

Bond-slip models for double strap joints strengthened by CFRPFAWZIA, Sabrina; ZHAO, Xiao-Ling; AL-MAHAIDI, Riadh et al.Composite structures. 2010, Vol 92, Num 9, pp 2137-2145, issn 0263-8223, 9 p.Conference Paper

Nonlinear seismic analyses of a high gravity dam with and without the presence of reinforcementLONG YUCHUAN; ZHANG CHUHAN; XU YANJIE et al.Engineering structures. 2009, Vol 31, Num 10, pp 2486-2494, issn 0141-0296, 9 p.Article

Analytical and experimental investigation for bond behaviour of newly developed polystyrene foam particles' lightweight concreteFARGHAL MAREE, A; HILAL RIAD, K.Engineering structures. 2014, Vol 58, pp 1-11, issn 0141-0296, 11 p.Article

Finite element modeling of reinforced concrete beams exposed to fireGAO, W. Y; DAI, Jian-Guo; TENG, J. G et al.Engineering structures. 2013, Vol 52, pp 488-501, issn 0141-0296, 14 p.Article

Repair of shear-deficient and sulfate-damaged reinforced concrete beams using FRP compositesHADDAD, R. H; AL-ROUSAN, R. Z; AL-SEDYIRI, B. Kh et al.Engineering structures. 2013, Vol 56, pp 228-238, issn 0141-0296, 11 p.Article

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