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1.	Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .: PDF FINITE ELEMENT ANALYSES ON FREE FROM DAMAGE SEISMIC RESISTING BEAM-TO-COLUMN JOINTS D'Aniello, Mario ; Piluso, Vincenzo The seismic design strategy implemented in current codes is based on the capacity design principles that allow the formation of plastic hinges into predefined parts of th [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: [RS33] Steel Structures .: PDF FINITE ELEMENT ANALYSES ON SEISMIC RESPONSE OF PARTIAL STRENGTH EXTENDED STIFFENED JOINTS Tartaglia, Roberto ; Swanson, James Extended stiffened end-plate bolted joints are widely used in seismic resistant steel frames. In the United States (US) this type of joint is seismically pre-qualified ac [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .: PDF FINITE ELEMENT MODELLING OF DETACHABLE SHORT LINKS Zimbru, Mariana ; Dubina, Dan Eccentrically braced frames with replaceable links are viable seismic resisting systems that guarantee large dissipative capacity and quick and easy replacement of the da [...] Detailed record - Similar records

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