Response to discussion of the paper 'Effect of SFRP confinement on circular and square concrete columns' by Raafat El-Hacha, Mohammad A. Mashrik [Eng. Struct. 36 (2012) 379-393]EL-HACHA, Raafat.Engineering structures. 2014, Vol 59, issn 0141-0296, p. 837Article

A consistent degrading Bouc-Wen modelKOTTARI, A. K; CHARALAMPAKIS, A. E; KOUMOUSIS, V. K et al.Engineering structures. 2014, Vol 60, pp 235-240, issn 0141-0296, 6 p.Article

A generic structural pounding model using numerically exact displacement proportional dampingKHATIWADA, S; CHOUW, N; BUTTERWORTH, J. W et al.Engineering structures. 2014, Vol 62-63, pp 33-41, issn 0141-0296, 9 p.Article

A new active control performance index for vibration control of three-dimensional structuresYANIK, Arcan; ALDEMIR, Unal; BAKIOGLU, Mehmet et al.Engineering structures. 2014, Vol 62-63, pp 53-64, issn 0141-0296, 12 p.Article

A new shallow precast/prestressed concrete floor system for multi-story buildings in low seismic zonesMORCOUS, George; HENIN, Eliya; FAWZY, Faten et al.Engineering structures. 2014, Vol 60, pp 287-299, issn 0141-0296, 13 p.Article

A phenomenological component-based model to simulate seismic behavior of bolted extended end-plate connectionsPU YANG; EATHERTON, Matthew R.Engineering structures. 2014, Vol 75, pp 11-26, issn 0141-0296, 16 p.Article

A restoring force model for steel fiber reinforced concrete shear wallsJUN ZHAO; HUAHUA DUN.Engineering structures. 2014, Vol 75, pp 469-476, issn 0141-0296, 8 p.Article

A unified method for calculating fire resistance of solid and hollow concrete-filled steel tube columns based on average temperatureMIN YU; XIAOXIONG ZHA; JIANQIAO YE et al.Engineering structures. 2014, Vol 71, pp 12-22, issn 0141-0296, 11 p.Article

Analysis and remedial treatment of a steel pipe-jacking accident in complex underground environmentLIANG ZHEN; CHEN, Jin-Jian; PIZHONG QIAO et al.Engineering structures. 2014, Vol 59, pp 210-219, issn 0141-0296, 10 p.Article

Application of air cooled pipes for reduction of early age cracking risk in a massive RC wallAZENHA, Miguel; LAMEIRAS, Rodrigo; DE SOUSA, Christoph et al.Engineering structures. 2014, Vol 62-63, pp 148-163, issn 0141-0296, 16 p.Article

Assessing the behaviour of RC beams subject to significant gravity loads under cyclic loadsGIAO, Rita; LUCIO, Válter; CHASTRE, Carlos et al.Engineering structures. 2014, Vol 59, pp 512-521, issn 0141-0296, 10 p.Article

Assessment of bridge vulnerability due to seismic excitations considering wave passage effectsMEHANNY, S. S. F; RAMADAN, O. M. O; EL HOWARY, H. A et al.Engineering structures. 2014, Vol 70, pp 197-207, issn 0141-0296, 11 p.Article

Behaviour of beam-to-column high strength steel endplate connections under fire conditions - Part 2: Numerical studyXUHONG QIANG; BIJLAARD, Frans S. K; KOLSTEIN, Henk et al.Engineering structures. 2014, Vol 64, pp 39-51, issn 0141-0296, 13 p.Article

Bending-shear response of self-consolidating and high-performance reinforced concrete beamsBIOLZI, Luigi; CATTANEO, Sara; MOLA, Franco et al.Engineering structures. 2014, Vol 59, pp 399-410, issn 0141-0296, 12 p.Article

Collapse simulation of reinforced concrete moment frames considering impact actions among blocksXIANGLIN GU; XIAOLIN WANG; XIAOJING YIN et al.Engineering structures. 2014, Vol 65, pp 30-41, issn 0141-0296, 12 p.Article

Constant damage inelastic displacement ratios for the near-fault pulse-like ground motionsWEN, Wei-Ping; ZHAI, Chang-Hai; SHUANG LI et al.Engineering structures. 2014, Vol 59, pp 599-607, issn 0141-0296, 9 p.Article

Cyclic loading test for reinforced concrete columns with continuous rectangular and polygonal hoopsEOM, Tae-Sung; KANG, Su-Min; PARK, Hong-Gun et al.Engineering structures. 2014, Vol 67, pp 39-49, issn 0141-0296, 11 p.Article

Debonding along the fixed anchor length of a ground anchorageAKISANYA, A. R; IVANOVIC, A.Engineering structures. 2014, Vol 74, pp 23-31, issn 0141-0296, 9 p.Article

Discussion on Effects of multiple earthquakes on inelastic structural responseRUIZ-GARCIA, Jorge.Engineering structures. 2014, Vol 58, pp 110-111, issn 0141-0296, 2 p.Article

Experimental and finite element study on the compression properties of Modified Rectangular Fiber-Reinforced Elastomeric Isolators (MR-FREIs)VAN ENGELEN, Niel C; OSGOOEI, Peyman M; TAIT, Michael J et al.Engineering structures. 2014, Vol 74, pp 52-64, issn 0141-0296, 13 p.Article

Experimental and numerical investigation on web-post specimen from cellular beams with sinusoidal openingsDURIF, S; BOUCHAÏR, A; VASSART, O et al.Engineering structures. 2014, Vol 59, pp 587-598, issn 0141-0296, 12 p.Article

Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per rowPRINZ, Gary S; NUSSBAUMER, Alain; BORGES, Luis et al.Engineering structures. 2014, Vol 59, pp 434-447, issn 0141-0296, 14 p.Article

Identification of material parameters for low bond strength masonrySARHOSIS, V; SHENG, Y.Engineering structures. 2014, Vol 60, pp 100-110, issn 0141-0296, 11 p.Article

Improved equivalent viscous damping model for base-isolated structures with lead rubber bearingsZORDAN, Tobia; TAO LIU; BRISEGHELLA, Bruno et al.Engineering structures. 2014, Vol 75, pp 340-352, issn 0141-0296, 13 p.Article

Influence of structural deterioration over time on the optimal time interval for inspection and maintenance of structuresTOLENTINO, Dante; RUIZ, Sonia E.Engineering structures. 2014, Vol 61, pp 22-30, issn 0141-0296, 9 p.Article