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1.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0202.: PDF Designing Eccentrically Braced Steel Frames with Different Link Lengths along the Frame Height Özhendekci, Nuri ; Özhendekci, Devrim At present, inelastic static pushover analysis is widely used in engineering practice to predict seismic capacity of building structures because of its simplicity compare [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0209.: PDF Designing Eccentrically Braced Steel Frames with Different Link Lengths along the Frame Height Özhendekci, Devrim ; Özhendekci, Nuri 12 eccentrically braced steel frames are designed according to LRFD (1999) and ASCE 7-05. Capacity-based design principles are based on AISC Seismic Provisions (2005). So [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 08-02-0029.: PDF Modification of Design Forces in order to Avoid Brace Yielding in Eccentrically Braced Steel Frames Ozhendekci, Devrim ; Ozhendekci, Nuri In capacity-based design of eccentrically braced steel frames according to AISC-Seismic Provisions (2005), while the links are sized for the load combinations specified b [...] Detailed record - Similar records

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