is.\*:("1363-2469")
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Evaluation of the seismic performance of existing RC buildings: I. Suggested methodologyREPAPIS, Constantinos; VINTZILEOU, Elisabeth; ZERIS, Christos et al.Journal of earthquake engineering. 2006, Vol 10, Num 2, pp 265-287, issn 1363-2469, 23 p.Article
Rational polynomial approximation modelling for analysis of structures with VE dampersOKADA, Rei; NAKATA, Narutoshi; SPENCER, B. F et al.Journal of earthquake engineering. 2006, Vol 10, Num 1, pp 97-125, issn 1363-2469, 29 p.Article
Sensor development using Berkeley mote platformRUIZ-SANDOVAL, Manuel; NAGAYAMA, Tomonori; SPENCER, B. F et al.Journal of earthquake engineering. 2006, Vol 10, Num 2, pp 289-309, issn 1363-2469, 21 p.Article
Wavelet-based identification of site frequencies from earthquake recordsMONTEJO, Luis A; SUAREZ, Luis E.Journal of earthquake engineering. 2006, Vol 10, Num 4, pp 565-594, issn 1363-2469, 30 p.Article
Hazard assessment of Dubai, United Arab Emirates, for close and distant earthquakesSIGBJORNSSON, R; ELNASHAI, A. S.Journal of earthquake engineering. 2006, Vol 10, Num 5, pp 749-773, issn 1363-2469, 25 p.Article
The behaviour of sma isolation systems based on a full-scale release testCARDONE, Donatello; DOLCE, Mauro; PONZO, Felice Carlo et al.Journal of earthquake engineering. 2006, Vol 10, Num 6, pp 815-842, issn 1363-2469, 28 p.Article
Earthquake performance of steel frames with nitinol bracesAURICCHIO, Ferdinando; FUGAZZA, Davide; DESROCHES, Reginald et al.Journal of earthquake engineering. 2006, Vol 10, pp 45-66, issn 1363-2469, 22 p., NS1Conference Paper
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
Estimation of near-source ground motion and seismic behaviour of RC framed structures damaged by the 1999 athens earthquakeDECANINI, L; LIBERATORE, L; MOLLAIOLI, F et al.Journal of earthquake engineering. 2005, Vol 9, Num 5, pp 609-635, issn 1363-2469, 27 p.Article
Fuzzy pattern classification of strong ground motion recordsALIMORADI, Arzhang; PEZESHK, Shahram; NAEIM, Farzad et al.Journal of earthquake engineering. 2005, Vol 9, Num 3, pp 307-332, issn 1363-2469, 26 p.Article
Robust hybrid isolation system for a seismically excited cable-stayed bridgePARK, Kyu-Sik; JUNG, Hyung-Jo; YOON, Woo-Hyun et al.Journal of earthquake engineering. 2005, Vol 9, Num 4, pp 497-524, issn 1363-2469, 28 p.Article
Concept and development of hybrid solutions for seismic resistant bridge systemsPALERMO, Alessandro; PAMPANIN, Stefano; CALVI, Gian Michele et al.Journal of earthquake engineering. 2005, Vol 9, Num 6, pp 899-921, issn 1363-2469, 23 p.Article
Torsional effects in the pushover-based seismic analysis of buildingsFAJFAR, Peter; MARUSIC, Damjan; PERUS, Iztok et al.Journal of earthquake engineering. 2005, Vol 9, Num 6, pp 831-854, issn 1363-2469, 24 p.Article
Remediation of liquefiable soils for port structures in Japan : Analysis, design and performanceIAI, Susumu.Journal of earthquake engineering. 2005, Vol 9, pp 77-103, issn 1363-2469, 27 p., NS1Article
Complex mode superposition algorithm for seismic responses of non-classically damped linear MDOF systemZHOU, Xi-Yuan; YU, Rui-Fang; DI DONG et al.Journal of earthquake engineering. 2004, Vol 8, Num 4, pp 597-641, issn 1363-2469, 45 p.Article
Evaluation of deformation capacity for RC T-shaped cantilever wallsCHOI, Chang-Sik; HA, Sang-Su; LEE, Li-Hyung et al.Journal of earthquake engineering. 2004, Vol 8, Num 3, pp 397-414, issn 1363-2469, 18 p.Article
Seismic behaviour of perimeter and spatial steel framesMELE, Elena; DI SARNO, Luigi; DE LUCA, Antonello et al.Journal of earthquake engineering. 2004, Vol 8, Num 3, pp 457-496, issn 1363-2469, 40 p.Article
Simulation of the cyclic behaviour of R/C rectangular hollow section bridge piers via a detailed numerical modelFARIA, Rui; VILA POUCA, Nelson; DELGADO, Raimundo et al.Journal of earthquake engineering. 2004, Vol 8, Num 5, pp 725-748, issn 1363-2469, 24 p.Article
Stiffness and fracture characteristics of the northridge steel moment resisting connectionsRIGHINIOTIS, T. D.Journal of earthquake engineering. 2004, Vol 8, Num 4, pp 567-584, issn 1363-2469, 18 p.Article
Three dimensional nonlinear building pounding with friction during earthquakesMOUZAKIS, Harris P; PAPADRAKAKIS, Manolis.Journal of earthquake engineering. 2004, Vol 8, Num 1, pp 107-132, issn 1363-2469, 26 p.Article
What can be concluded about seismic history from broken and unbroken speleothems?LACAVE, C; KOLLER, M. G; EGOZCUE, J. J et al.Journal of earthquake engineering. 2004, Vol 8, Num 3, pp 431-455, issn 1363-2469, 25 p.Article
Fragility of standard industrial structures by a response surface based methodIERVOLINO, Iunio; FABBROCINO, Giovanni; MANFREDI, Gaetano et al.Journal of earthquake engineering. 2004, Vol 8, Num 6, pp 927-945, issn 1363-2469, 19 p.Article
The use of simple pulses to estimate inelastic response spectraCUESTA, Isabel; ASCHHEIM, Mark A.Journal of earthquake engineering. 2004, Vol 8, Num 6, pp 865-893, issn 1363-2469, 29 p.Article
Comparison of different approaches for seismic assessment of existing buildingsLUPOI, G; CALVI, G. M; LUPOI, A et al.Journal of earthquake engineering. 2004, Vol 8, pp 121-160, issn 1363-2469, 40 p., NS1Conference Paper
Hints about site amplification effects comparing macroseismic hazard estimate with microtremor measurements: The Agri Valley (Italy) exampleGALLIPOLI, Maria Rosaria; MUCCIARELLI, Marco; ALBARELLO, Dario et al.Journal of earthquake engineering. 2003, Vol 7, Num 1, pp 51-72, issn 1363-2469, 22 p.Article