Moment Resisting Frames under the light of Japanese and European Codes

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Abstract: The aim of the work is to make a comparison between the European and Japanese approaches to design Seismic‐Resistant Steel Frames (MRFs) in high seismicity areas. Therefore, the design rules for both the seismic codes are analyzed and compared. These design rules are applied to design a benchmark structure in DC3 ductility class (according to the new prEN1998) and following the Route 3 procedure (according to the Building Standard Law in Japan, BSL). The examined structural typology is a Spatial Moment Resisting Frames with regularity in plan and elevation configuration. The Japanese approach is divided in two stages. The first one regards the Allowable Stress Design (Elastic analysis) in which all the parts of the structure must be kept elastic; service and damage limitation requirements are in demand. The second stage regards the Ultimate Strength Design (Plastic Analysis) in which no‐collapse requirement and the protection of the human life are in demand. The seismic performance of the designed structures is evaluated by means of pushover analyses.

Location: Deutsche Nationalbibliothek Frankfurt am Main

Extent: Online-Ressource

Language: Englisch

Bibliographic citation: Moment Resisting Frames under the light of Japanese and European Codes ; volume:6 ; number:3-4 ; year:2023 ; pages:2654-2658 ; extent:5
ce/papers ; 6, Heft 3-4 (2023), 2654-2658 (gesamt 5)

Creator: Maglio, Maria
Nastri, Elide
Piluso, Vincenzo
Sabatino, Simona
Sato, Atsushi

DOI: 10.1002/cepa.2496

URN: urn:nbn:de:101:1-2023091215503226410017

Rights: Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.

Last update: 14.08.2025, 10:45 AM CEST

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Maglio, Maria
Nastri, Elide
Piluso, Vincenzo
Sabatino, Simona
Sato, Atsushi

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Moment Resisting Frames under the light of Japanese and European Codes

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Other Objects (12)

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Vertical peak floor accelerations of elastic moment-resisting steel frames

Seismic assessment of the steel Moment Resisting Frame equipped with friction beam‐to‐column joints

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Correlating the seismic acceleration of reinforced concrete moment-resisting-frames with structural and earthquake characteristics

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Performances of moment resisting frames with slender steel and composite sections in low and moderate seismic areas

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Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences

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Full‐Scale Steel Moment‐Resisting Frame with Dissipative Bolted Connections under Monotonic Loads: Experimental versus Numerical Results

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