Seismic performance of floor-by-floor assembled steel braced structures with stiffened connections

ISSN： 1937-3260

Source： The IES Journal Part A: Civil & Structural Engineering, Vol.6, Iss.2, 2013-05, pp. : 112-118

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 demands on steel braced frame buildings with buckling-restrained braces

By Sabelli R. Mahin S. Chang C.

Engineering Structures, Vol. 25, Iss. 5, 2003-04 ,pp. : 655-666

Elsevier

Access to resources Recommend Favorite

Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings

By Maheri M.R. Akbari R.

Engineering Structures, Vol. 25, Iss. 12, 2003-10 ,pp. : 1505-1513

Elsevier

Access to resources Recommend Favorite

Special Steel and Adhesively Bonded Connections for Glass Structures

By Nijsse Robert

Structural Engineering International, Vol. 14, Iss. 2, 2004-05 ,pp. : 104-106

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite

Testing and optimizing the performance of a floor-based task conditioning system

By Bauman F.S. Arens E.A. Tanabe S. Zhang H. Baharlo A.

Energy and Buildings, Vol. 22, Iss. 3, 1995-01 ,pp. : 173-186

Elsevier

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