2D-DEM modelling of the formwork removal of a rubble stone masonry bridgeTRAN, V. H; VINCENS, E; MOREL, J. C et al.Engineering structures. 2014, Vol 75, pp 448-456, issn 0141-0296, 9 p.Article

A 3D absolute nodal coordinate finite element model to compute the initial configuration of a railway catenaryTUR, M; GARCIA, E; BAEZA, L et al.Engineering structures. 2014, Vol 71, pp 234-243, issn 0141-0296, 10 p.Article

A framework for statistical distribution factor threshold determination of steel-concrete composite bridges under farm trafficJUNWON SEO; PHARES, Brent M; DAHLBERG, Justin et al.Engineering structures. 2014, Vol 69, pp 72-82, issn 0141-0296, 11 p.Article

A time-domain modeling of systems containing viscoelastic materials and shape memory alloys as applied to the problem of vibration attenuationDE LIMA, A. M. G; GUARALDO-NETO, B; SALES, T. P et al.Engineering structures. 2014, Vol 68, pp 85-95, issn 0141-0296, 11 p.Article

An improved equivalent linear model of seismic isolation system with bilinear behaviorTAO LIU; ZORDAN, Tobia; BRISEGHELLA, Bruno et al.Engineering structures. 2014, Vol 61, pp 113-126, issn 0141-0296, 14 p.Article

Analytical formulation and solution of arches defined in global coordinatesGIMENA, F. N; GONZAGA, P; GIMENA, L et al.Engineering structures. 2014, Vol 60, pp 189-198, issn 0141-0296, 10 p.Article

Analytical uncertainty quantification for modal frequencies with structural parameter uncertainty using a Gaussian process metamodelWAN, Hua-Ping; ZHU MAO; TODD, Michael D et al.Engineering structures. 2014, Vol 75, pp 577-589, issn 0141-0296, 13 p.Article

Application of Special Granular Structures for semi-active damping of lateral beam vibrationsZALEWSKI, Robert; SZMIDT, Tomasz.Engineering structures. 2014, Vol 65, pp 13-20, issn 0141-0296, 8 p.Article

Applications of hybrid time-frequency methods in nonlinear structural dynamicsPOLITOPOULOS, I; PITEAU, Ph; ANTUNES, J et al.Engineering structures. 2014, Vol 68, pp 134-143, issn 0141-0296, 10 p.Article

Behaviour of beam-to-column high strength steel endplate connections under fire conditions - Part 1: Experimental studyXUHONG QIANG; BIJLAARD, Frans S. K; KOLSTEIN, Henk et al.Engineering structures. 2014, Vol 64, pp 23-38, issn 0141-0296, 16 p.Article

Behaviour of composite joints with concrete encased CFST columns under cyclic loading: ExperimentsLIAO, Fei-Yu; HAN, Lin-Hai; ZHONG TAO et al.Engineering structures. 2014, Vol 59, pp 745-764, issn 0141-0296, 20 p.Article

Buckling of spherical cap gridshells: A numerical and analytical study revisiting the concept of the equivalent continuumMALEK, Samar; WIERZBICKI, Tomasz; OCHSENDORF, John et al.Engineering structures. 2014, Vol 75, pp 288-298, issn 0141-0296, 11 p.Article

Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insightACITO, Maurizio; BOCCIARELLI, Massimiliano; CHESI, Claudio et al.Engineering structures. 2014, Vol 72, pp 70-91, issn 0141-0296, 22 p.Article

Comparative life cycle assessment of tubular wind towers and foundations - Part 1: Structural designREBELO, C; MOURA, A; GERVASIO, H et al.Engineering structures. 2014, Vol 74, pp 283-291, issn 0141-0296, 9 p.Article

Corrosion fatigue effects on life estimation of deteriorated bridges under vehicle impactsZHANG, W; YUAN, H.Engineering structures. 2014, Vol 71, pp 128-136, issn 0141-0296, 9 p.Article

Design formulation analysis for high strength steel welded beam-to-column jointsJORDAO, Sandra; DA SILVA, L. Simões; SIMOES, Rui et al.Engineering structures. 2014, Vol 70, pp 63-81, issn 0141-0296, 19 p.Article

Design of bridges utilizing a novel earthquake resistant abutment with high capacity wing wallsMITOULIS, S. A; TITIRLA, M. D; TEGOS, I. A et al.Engineering structures. 2014, Vol 66, pp 35-44, issn 0141-0296, 10 p.Article

Design of intermediate transverse stiffeners for shear web panelsLEE, Sung C; LEE, Doo S; YOO, Chai H et al.Engineering structures. 2014, Vol 75, pp 27-38, issn 0141-0296, 12 p.Article

Design of low strength-high hardening metal multi-stiffened shear platesBRANDO, Giuseppe; DE MATTEIS, Gianfranco.Engineering structures. 2014, Vol 60, pp 2-10, issn 0141-0296, 9 p.Article

Design, testing and implementation of a Cu-SMA-based device for improving the thermal behavior of steel tie-rodsCARDONE, D; GESUALDI, G.Engineering structures. 2014, Vol 65, pp 42-51, issn 0141-0296, 10 p.Article

Direct performance-based design with 200 kN MR dampers using multi-objective cost effective optimization for steel MRFsCHA, Young-Jin; AGRAWAL, Anil K; PHILLIPS, Brian M et al.Engineering structures. 2014, Vol 71, pp 60-72, issn 0141-0296, 13 p.Article

Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loadingHANBIN GE; LAN KANG.Engineering structures. 2014, Vol 59, pp 809-820, issn 0141-0296, 12 p.Article

Dynamic behaviour of a short span soil-steel composite bridge for high-speed railways - Field measurements and FE-analysisMELLAT, Peyman; ANDERSSON, Andreas; PETTERSSON, Lars et al.Engineering structures. 2014, Vol 69, pp 49-61, issn 0141-0296, 13 p.Article

Dynamic testing and parameter identification of a base-isolated bridgeBEDON, Chiara; MORASSI, Antonino.Engineering structures. 2014, Vol 60, pp 85-99, issn 0141-0296, 15 p.Article

Effective axial forces in offshore lined and clad pipesVEDELD, Knut; SOLLUND, Håvar A; HELLESLAND, Jostein et al.Engineering structures. 2014, Vol 66, pp 66-80, issn 0141-0296, 15 p.Article