A simple approach to the seismic design of friction damped braced medium-rise frames

Author： Levy R.   Marianchik E.   Rutenberg A.   Segal F.  

Publisher： Elsevier

ISSN： 0141-0296

Source： Engineering Structures, Vol.23, Iss.3, 2001-03, pp. : 250-259

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Seismic response of braced frames with and without friction dampers

By Colajanni P.   Papia M.  

Engineering Structures, Vol. 17, Iss. 2, 1995-01 ,pp. : 129-140

Elsevier

Access to resources Recommend Favorite

New Technologies for Construction of Medium-Rise Buildings in Seismic Regions: The XLAM Case

By Ceccotti Ario  

Structural Engineering International, Vol. 18, Iss. 2, 2008-05 ,pp. : 156-165

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Design of Tension-Only Concentrically Braced Steel Frames for seismic induced impact loading

By Filiatrault A.   Tremblay R.  

Engineering Structures, Vol. 20, Iss. 12, 1998-12 ,pp. : 1087-1096

Elsevier

Access to resources Recommend Favorite

K-factors for braced frames

By Cheong-Siat-Moy F.  

Engineering Structures, Vol. 19, Iss. 9, 1997-09 ,pp. : 760-763

Elsevier

Access to resources Recommend Favorite

Seismic Design Philosophy for Precast Concrete Frames

By Priestley Nigel  

Structural Engineering International, Vol. 6, Iss. 1, 1996-02 ,pp. : 25-31

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite