NDLI: Seismic performance of dual steel moment-resisting frames

Content Provider	Scilit
Author	Dubina, D. Stratan, A. Matteis, G. De Landolfo, R.
Copyright Year	2021
Description	The paper analyses the performance of dual configuration for steel Moment Resisting Frames, obtained by mixed use of rigid/ full strength and semirigid/ partial strength joints. Cases in which such configurations may be conveniently adopted for design are also highlighted. Seismic performance of dual MRF configurations is compared to the fully rigid one by means of dynamic inelastic analysis. Consequences of the design methodology on the structural response are also investigated. The ability of pushover analysis to reliably represent the structural response is finally analysed, in comparison with time history analysis. Book Name: Behaviour of Steel Structures in Seismic Areas
Related Links	https://api.taylorfrancis.com/content/chapters/edit/download?identifierName=doi&identifierValue=10.1201/9781003211198-78&type=chapterpdf
Ending Page	576
Page Count	8
Starting Page	569
DOI	10.1201/9781003211198-78
Language	English
Publisher	Informa UK Limited
Publisher Date	2021-07-07
Access Restriction	Open
Subject Keyword	Book Name: Behaviour of Steel Structures in Seismic Areas Building and Construction Semirigid/partial Strength Resisting Frames Seismic Performance Moment Resisting Structural Response Steel Moment Performance of Dual
Content Type	Text
Resource Type	Chapter

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