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1.	Original version of the author's contribution as presented on CD, section: .: PDF A PRELIMINARY ASSESSMENT OF SLENDERNESS AND OVERSTRENGTH HOMOGENEITY CRITERIA USED IN THE DESIGN OF CONCENTRICALLY BRACED STEEL FRAMES IN MODERATE SEISMICITY Kanyilmaz, Alper ; Martin, Pierre-Olivier Concentrically braced frames (CBF) represent a very effective structural form against horizontal loading. They provide high lateral resistance at the same time limiting l [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on USB, paper 4864.: PDF The Behavior of the Steel Structures To Earthquakes - Experience Feedback Martin, Pierre-Olivier ; Balgiu, Andrei Using the reports of the post-seismic missions realized by AFPS for thirty years (for 1985 – Mexico) and articles and other publications concerning earthquakes that hav [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 446.: PDF Optimal Design of Concentrically Braced Steel Frames in Moderate Earthquake Areas Henriques, Jose ; Degee, Herve The purpose of the present contribution is to summarize the results achieved in the frame of the research project MEAKADO funded by the Research Fund for Coal and Steel o [...] Detailed record - Similar records

See also: similar author names
2	Martin, P.
1	Martin, Pablo Enrique
2	Martín, P.
1	Martín, Pablo

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