Design, Analysis and Assessment of MRFs Equipped with FREEDAM Connections and Designed by TPMC: Comparison with Traditional Connections

被引：5

作者：

Maglio, Maria ^{[1
]}

Montuori, Rosario ^{[2
]}

Nastri, Elide ^{[1
]}

Piluso, Vincenzo ^{[1
]}

机构：

[1] Univ Salerno, Dept Civil Engn, Via Giovanni Paolo II 132, I-84084 Fisciano, SA, Italy

[2] Univ Salerno, Dept Pharm, Via Giovanni Paolo II 132, I-84084 Fisciano, SA, Italy

来源：

PROCEEDINGS OF THE 10TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, STESSA 2022 | 2022年 / 262卷

关键词：

TPMC; Ductility class; Prequalified connections; FREEDAM plus; Performance evaluation; MOMENT-RESISTING-FRAMES;

D O I：

10.1007/978-3-031-03811-2_53

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Moment Resisting Frames were designed according to the Theory of Plastic Mechanism Control specialized for use in the Ductility Classes proposed in the new Eurocode 8 namely DC2 and DC3. These frames are equipped with both traditional haunched connections, analysed in the framework of the RFCS founded EqualJoints Plus research project, and FREEDAM joints analysed in the framework of the RFCS founded FREEDAM Plus. The seismic performances of the structures are investigated by both pushover and nonlinear dynamic analyses.

引用

页码：508 / 516

页数：9

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