A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic design of plane steel braced frames using equivalent modal damping ratios
Abstract A force-based seismic design method for eccentrically braced and buckling-restrained braced plane steel frames is proposed. The method makes use of equivalent modal damping ratios that play the role of the behavior (strength reduction) factor. A comparison of the proposed design method with the EC 8 design method is presented herein and conclusions are drawn.
Highlights A seismic design method for eccentrically and buckling-restrained braced plane steel frames is proposed. The proposed method employs equivalent modal damping ratios instead of the behavior (strength reduction) factor. A comparison of the proposed method with the seismic design method of Eurocode 8 is performed.
Seismic design of plane steel braced frames using equivalent modal damping ratios
Abstract A force-based seismic design method for eccentrically braced and buckling-restrained braced plane steel frames is proposed. The method makes use of equivalent modal damping ratios that play the role of the behavior (strength reduction) factor. A comparison of the proposed design method with the EC 8 design method is presented herein and conclusions are drawn.
Highlights A seismic design method for eccentrically and buckling-restrained braced plane steel frames is proposed. The proposed method employs equivalent modal damping ratios instead of the behavior (strength reduction) factor. A comparison of the proposed method with the seismic design method of Eurocode 8 is performed.
Seismic design of plane steel braced frames using equivalent modal damping ratios
Kalapodis, Nicos A. (author) / Papagiannopoulos, George A. (author)
2019-10-31
Article (Journal)
Electronic Resource
English
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