High strength steel in seismic resistant building frames (HSS-SERF): Final report

D. Dubina; C. Vulcu; A. Stratan; A. Ciutina; D. Grecea; A. Ioan; A. Tremeea; A. Braconi; Ludovic Fülöp; J-P. Jaspart; J.-F. Demonceau; L. Hoang; L. Comeliau; H. Kuhlmann; A. Kleiner; A. Rasche; Raffaele Landolfo; M. D’Aniello; F. Portioli; D. Beg; B. Cermelj; P. Može; L.S. da Silva; C. Rebelo; A. Tenchini; Jyrki Kesti; W. Salvatore; S. Caprili; M. Ferrini

doi:10.2777/725123

High strength steel in seismic resistant building frames (HSS-SERF): Final report

D. Dubina, C. Vulcu, A. Stratan, A. Ciutina, D. Grecea, A. Ioan, A. Tremeea, A. Braconi, Ludovic Fülöp, J-P. Jaspart, J.-F. Demonceau, L. Hoang, L. Comeliau, H. Kuhlmann, A. Kleiner, A. Rasche, Raffaele Landolfo, M. D’Aniello, F. Portioli, D. BegB. Cermelj, P. Može, L.S. da Silva, C. Rebelo, A. Tenchini, Jyrki Kesti, W. Salvatore, S. Caprili, M. Ferrini

BA5503 ProperTune integration

Research output: Book/Report › Report

Abstract

The aim of “HSS-SERF” project was to investigate and evaluate the seismic performance of dual-steel building frames, realized from two different steel grades: Mild Carbon Steel and High Strength Steel. A comprehensive set of dual-steel frames (moment resisting, concentrically and eccentrically braced) were designed, which allowed the identification of realistic member sizes for both mild carbon steel and high strength steel components. Several practical solutions for bolted and welded beam-to-column joints were identified and designed. Further, an extensive numerical program was carried out for the seismic performance evaluation of frames. The ductility and over-strength demands, and q-factors associated with different performance levels were evaluated. Furthermore, experimental and numerical investigations were carried out on joint assemblies and components. Guidelines were elaborated for the conceptual design and performance based design of dual-steel frames under seismic actions, and the technical and economic efficiency of dual-steel structures vs. conventional ones were finally evaluated. The main outcomes of the project consist in: (i) development and characterisation in terms of global ductility and over-strength demands of dual-steel frames with composite columns (innovative solutions in European context); (ii) development of design recommendations; (iii) proposal of innovative solutions for beam-to-column joints with composite columns; (iv) recommendation for weld details and appropriate component method design approaches; (v) evaluation of technical and economic efficiency of the dual-steel approach.

Original language	English
Publisher	European Commission EC
Number of pages	186
ISBN (Electronic)	978-92-79-44081-6
ISBN (Print)	978-92-79-44081-6
DOIs	https://doi.org/10.2777/725123
Publication status	Published - 2 Feb 2015
MoE publication type	D4 Published development or research report or study

Publication series

Series	Report EUR
Number	EUR 26933 EN

Keywords

building materials
earthquake
industrial research

Access to Document

10.2777/725123

HSS-SERF: High strength steel in seismic resistant building frames
Fülöp, L. (Participant)
1/06/13 → 1/06/15
Project: EU project

Cite this

Dubina, D., Vulcu, C., Stratan, A., Ciutina, A., Grecea, D., Ioan, A., Tremeea, A., Braconi, A., Fülöp, L., Jaspart, J.-P., Demonceau, J.-F., Hoang, L., Comeliau, L., Kuhlmann, H., Kleiner, A., Rasche, A., Landolfo, R., D’Aniello, M., Portioli, F., ... Ferrini, M. (2015). High strength steel in seismic resistant building frames (HSS-SERF): Final report. European Commission EC. Report EUR No. EUR 26933 EN https://doi.org/10.2777/725123

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title = "High strength steel in seismic resistant building frames (HSS-SERF): Final report",

abstract = "The aim of “HSS-SERF” project was to investigate and evaluate the seismic performance of dual-steel building frames, realized from two different steel grades: Mild Carbon Steel and High Strength Steel. A comprehensive set of dual-steel frames (moment resisting, concentrically and eccentrically braced) were designed, which allowed the identification of realistic member sizes for both mild carbon steel and high strength steel components. Several practical solutions for bolted and welded beam-to-column joints were identified and designed. Further, an extensive numerical program was carried out for the seismic performance evaluation of frames. The ductility and over-strength demands, and q-factors associated with different performance levels were evaluated. Furthermore, experimental and numerical investigations were carried out on joint assemblies and components. Guidelines were elaborated for the conceptual design and performance based design of dual-steel frames under seismic actions, and the technical and economic efficiency of dual-steel structures vs. conventional ones were finally evaluated. The main outcomes of the project consist in: (i) development and characterisation in terms of global ductility and over-strength demands of dual-steel frames with composite columns (innovative solutions in European context); (ii) development of design recommendations; (iii) proposal of innovative solutions for beam-to-column joints with composite columns; (iv) recommendation for weld details and appropriate component method design approaches; (v) evaluation of technical and economic efficiency of the dual-steel approach.",

keywords = "building materials, earthquake, industrial research",

author = "D. Dubina and C. Vulcu and A. Stratan and A. Ciutina and D. Grecea and A. Ioan and A. Tremeea and A. Braconi and Ludovic F{\"u}l{\"o}p and J-P. Jaspart and J.-F. Demonceau and L. Hoang and L. Comeliau and H. Kuhlmann and A. Kleiner and A. Rasche and Raffaele Landolfo and M. D{\textquoteright}Aniello and F. Portioli and D. Beg and B. Cermelj and P. Mo{\v z}e and {da Silva}, L.S. and C. Rebelo and A. Tenchini and Jyrki Kesti and W. Salvatore and S. Caprili and M. Ferrini",

year = "2015",

month = feb,

day = "2",

doi = "10.2777/725123",

language = "English",

isbn = "978-92-79-44081-6",

series = "Report EUR",

number = "EUR 26933 EN",

publisher = "European Commission EC",

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Dubina, D, Vulcu, C, Stratan, A, Ciutina, A, Grecea, D, Ioan, A, Tremeea, A, Braconi, A, Fülöp, L, Jaspart, J-P, Demonceau, J-F, Hoang, L, Comeliau, L, Kuhlmann, H, Kleiner, A, Rasche, A, Landolfo, R, D’Aniello, M, Portioli, F, Beg, D, Cermelj, B, Može, P, da Silva, LS, Rebelo, C, Tenchini, A, Kesti, J, Salvatore, W, Caprili, S & Ferrini, M 2015, High strength steel in seismic resistant building frames (HSS-SERF): Final report. Report EUR, no. EUR 26933 EN, European Commission EC. https://doi.org/10.2777/725123

TY - BOOK

T1 - High strength steel in seismic resistant building frames (HSS-SERF)

T2 - Final report

AU - Dubina, D.

AU - Vulcu, C.

AU - Stratan, A.

AU - Ciutina, A.

AU - Grecea, D.

AU - Ioan, A.

AU - Tremeea, A.

AU - Braconi, A.

AU - Fülöp, Ludovic

AU - Jaspart, J-P.

AU - Demonceau, J.-F.

AU - Hoang, L.

AU - Comeliau, L.

AU - Kuhlmann, H.

AU - Kleiner, A.

AU - Rasche, A.

AU - Landolfo, Raffaele

AU - D’Aniello, M.

AU - Portioli, F.

AU - Beg, D.

AU - Cermelj, B.

AU - Može, P.

AU - da Silva, L.S.

AU - Rebelo, C.

AU - Tenchini, A.

AU - Kesti, Jyrki

AU - Salvatore, W.

AU - Caprili, S.

AU - Ferrini, M.

PY - 2015/2/2

Y1 - 2015/2/2

N2 - The aim of “HSS-SERF” project was to investigate and evaluate the seismic performance of dual-steel building frames, realized from two different steel grades: Mild Carbon Steel and High Strength Steel. A comprehensive set of dual-steel frames (moment resisting, concentrically and eccentrically braced) were designed, which allowed the identification of realistic member sizes for both mild carbon steel and high strength steel components. Several practical solutions for bolted and welded beam-to-column joints were identified and designed. Further, an extensive numerical program was carried out for the seismic performance evaluation of frames. The ductility and over-strength demands, and q-factors associated with different performance levels were evaluated. Furthermore, experimental and numerical investigations were carried out on joint assemblies and components. Guidelines were elaborated for the conceptual design and performance based design of dual-steel frames under seismic actions, and the technical and economic efficiency of dual-steel structures vs. conventional ones were finally evaluated. The main outcomes of the project consist in: (i) development and characterisation in terms of global ductility and over-strength demands of dual-steel frames with composite columns (innovative solutions in European context); (ii) development of design recommendations; (iii) proposal of innovative solutions for beam-to-column joints with composite columns; (iv) recommendation for weld details and appropriate component method design approaches; (v) evaluation of technical and economic efficiency of the dual-steel approach.

AB - The aim of “HSS-SERF” project was to investigate and evaluate the seismic performance of dual-steel building frames, realized from two different steel grades: Mild Carbon Steel and High Strength Steel. A comprehensive set of dual-steel frames (moment resisting, concentrically and eccentrically braced) were designed, which allowed the identification of realistic member sizes for both mild carbon steel and high strength steel components. Several practical solutions for bolted and welded beam-to-column joints were identified and designed. Further, an extensive numerical program was carried out for the seismic performance evaluation of frames. The ductility and over-strength demands, and q-factors associated with different performance levels were evaluated. Furthermore, experimental and numerical investigations were carried out on joint assemblies and components. Guidelines were elaborated for the conceptual design and performance based design of dual-steel frames under seismic actions, and the technical and economic efficiency of dual-steel structures vs. conventional ones were finally evaluated. The main outcomes of the project consist in: (i) development and characterisation in terms of global ductility and over-strength demands of dual-steel frames with composite columns (innovative solutions in European context); (ii) development of design recommendations; (iii) proposal of innovative solutions for beam-to-column joints with composite columns; (iv) recommendation for weld details and appropriate component method design approaches; (v) evaluation of technical and economic efficiency of the dual-steel approach.

KW - building materials

KW - earthquake

KW - industrial research

U2 - 10.2777/725123

DO - 10.2777/725123

M3 - Report

SN - 978-92-79-44081-6

T3 - Report EUR

BT - High strength steel in seismic resistant building frames (HSS-SERF)

PB - European Commission EC

ER -

High strength steel in seismic resistant building frames (HSS-SERF): Final report

Abstract

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HSS-SERF: High strength steel in seismic resistant building frames

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