Numerical modeling and analysis of ECC structuresGENCTURK, Bora; ELNASHAI, Amr S.Materials and structures. 2013, Vol 46, Num 4, pp 663-682, issn 1359-5997, 20 p.Article

Sensitivity-Based External Calibration of Multiaxial Loading SystemNAKATA, Narutoshi; SPENCER, Billie F; ELNASHAI, Amr S et al.Journal of engineering mechanics. 2010, Vol 136, Num 2, pp 189-198, issn 0733-9399, 10 p.Article

A new neural network-based model for hysteretic behavior of materialsGUN JIN YUN; GHABOUSSI, Jamshid; ELNASHAI, Amr S et al.International journal for numerical methods in engineering. 2008, Vol 73, Num 4, pp 447-469, issn 0029-5981, 23 p.Article

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

Characterization of shaking intensity distribution and seismic assessment of RC buildings for the Kashmir (Pakistan) earthquake of October 2005SUNG JIG KIM; ELNASHAI, Amr S.Engineering structures. 2009, Vol 31, Num 12, pp 2998-3015, issn 0141-0296, 18 p.Article

An analytical framework for seismic fragility analysis of RC high-rise buildingsJUN JI; ELNASHAI, Amr S; KUCHMA, Daniel A et al.Engineering structures. 2007, Vol 29, Num 12, pp 3197-3209, issn 0141-0296, 13 p.Article

Hysteretic mechanical-informational modeling of bolted steel frame connectionsKIM, Junhee; GHABOUSSI, Jamshid; ELNASHAI, Amr S et al.Engineering structures. 2012, Vol 45, pp 1-11, issn 0141-0296, 11 p.Article

A design-variable-based inelastic hysteretic model for beam-column connectionsGUN JIN YUN; GHABOUSSI, Jamshid; ELNASHAI, Amr S et al.Earthquake engineering & structural dynamics. 2008, Vol 37, Num 4, pp 535-555, issn 0098-8847, 21 p.Article

Probabilistic fragility analysis parameterized by fundamental response quantitiesJEONG, Seong-Hoon; ELNASHAI, Amr S.Engineering structures. 2007, Vol 29, Num 6, pp 1238-1251, issn 0141-0296, 14 p.Article

Fragility relationships for torsionally-imbalanced buildings using three-dimensional damage characterizationJEONG, Seong-Hoon; ELNASHAI, Amr S.Engineering structures. 2007, Vol 29, Num 9, pp 2172-2182, issn 0141-0296, 11 p.Article

Fragility analysis of flat-slab structuresALTUG ERBERIK, M; ELNASHAI, Amr S.Engineering structures. 2004, Vol 26, Num 7, pp 937-948, issn 0141-0296, 12 p.Article

Analytical assessment of an irregular rc frame for full-scale 3D pseudo-dynamic testing Part I: Analytical model verificationJEONG, Seong-Hoon; ELNASHAI, Amr S.Journal of earthquake engineering. 2005, Vol 9, Num 1, pp 95-128, issn 1363-2469, 34 p.Article

Experimental investigation of the behavior of RC bridge piers subjected to horizontal and vertical earthquake motionSUNG JIG KIM; HOLUB, Curtis J; ELNASHAI, Amr S et al.Engineering structures. 2011, Vol 33, Num 7, pp 2221-2235, issn 0141-0296, 15 p.Article

Evaluation of conventional and adaptive pushover analysis. II: Comparative resultsPAPANIKOLAOU, Vassilis K; ELNASHAI, Amr S; PAREJA, Juan F et al.Journal of earthquake engineering. 2006, Vol 10, Num 1, pp 127-151, issn 1363-2469, 25 p.Article

Probabilistic seismic performance assessment of code-compliant multi-story RC buildingsJEONG, Seong-Hoon; MWAFY, Aman M; ELNASHAI, Amr S et al.Engineering structures. 2012, Vol 34, pp 527-537, issn 0141-0296, 11 p.Article

Substructure Hybrid Simulation with Multiple-Support ExcitationJIAN LI; SPENCER, Billie F; ELNASHAI, Amr S et al.Journal of engineering mechanics. 2012, Vol 138, Num 7, pp 867-876, issn 0733-9399, 10 p.Article

Parametric time-domain identification of multiple-input systems using decoupled output signalsJIAN LI; RUIZ-SANDOVAL, Manuel; SPENCER, Billie F et al.Earthquake engineering & structural dynamics. 2014, Vol 43, Num 9, pp 1307-1324, issn 0098-8847, 18 p.Article

Experimental Seismic Performance Evaluation of Unreinforced Brick Masonry BuildingsSHAHZADA, Khan; NAEEM KHAN, Akhtar; ELNASHAI, Amr S et al.Earthquake spectra. 2012, Vol 28, Num 3, pp 1269-1290, issn 8755-2930, 22 p.Article