PSI - Issue 44
Available online at www.sciencedirect.com Available online at www.sciencedirect.com ScienceDirect Structural Integrity Procedia 00 (2022) 000–000 il l li t . i i t. tr t r l I t rit r i ( )
www.elsevier.com/locate/procedia . l i r. /l t / r i
ScienceDirect
Procedia Structural Integrity 44 (2023) 1156–1163
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© 2023 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy. prone areas and characterized by a low-seismic damage. © 2022 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license ( https://creativecommons.org/licenses/by-nc-nd/4.0 ) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy Keywords: Steel–timber connections, green design, modular constructions, seismic analysis. . The work presented is a first part of an on-going research addressed to propose reference solutions for modules, it l i i i t i l i i . he Authors. Published by ELSEVIER B.V. This is an open access arti l t li tt :// ti . /li / / . Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Enginee i i t l : t l ti ti , i , l t ti , i i l i . XIX ANIDIS Conference, Seismic Engineering in Italy Seismic behaviour of steel modular buildings: numerical analysis and comparisons between different design solutions Annarita Palmiotta a *, Stefano Garbellini a , Lorenzo Audisio a , Roselena Sulla b , Michele D’Amato b , Rosario Gigliotti a a Department of Structural and Geotechnics Engineering (DISG), Sapienza University of Rome, Via Eudossiana 18, 00184 Rome b Department of European and Mediterranean Cultures, Architecture, Environment and Cultural Heritage (DiCEM), University of Basilicata, Via Lanera 20, Matera 75100, Italy Abstract Recently, there is an increasing interest to develop modular multi-storey structures that can be adapted to any use like hospitals, schools, housing, etc, characterized by versatility and speed of use in several conditions. Modular buildings may form complete building blocks with structural systems composed by several elements, such as steel frames, X-LAM timber floors and walls. These modular solutions are then completed with suspended ceilings and facilities including electrical and water systems. This work is focused on the structural behaviour of steel modular buildings with different configurations. To this scope, a case study is considered, characterized by steel elements with connections allowing a rapid on-site assemblage, without any need of skilled workmanship. A comparison among numerical results obtained with time history analyses is shown and discussed. The work presented is a first part of an on-going research addressed to propose reference solutions for modules, suitable in seismic D’Amato b , Rosario a a Department of Structural and Geot i i i ( I ), i i it f , i i , b t t f it lt , it t , i t lt l it ( i ), i it f ili t , i , t , It l tl , t i i i i t t t l l lti t t t t t t t y use like hospitals, l , i , t , t i tilit i l iti . l il i l t il i l it t t l t l l t , t l , ti l ll . l l ti t l t it ili iliti i l i l t i l t t . i i t t t l i t l l il i it i t i ti . t i , t i i , t i t l l t it ti ll i i it l , it t ill i . i i l lt t i it ti i t l i i
* Annarita Palmiotta. Tel.: +39-327-001-2385 E-mail address: annarita.palmiotta@uniroma1.it rit l i tt . l.: - - - - il : rit . l i tt ir .it
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2452-3216 © 2022 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy i i ti l t li tt : ti . li . r-r i r r i ilit f t i tifi itt f t I I I f r , i i i ri i It l
2452-3216 © 2023 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the scientific committee of the XIX ANIDIS Conference, Seismic Engineering in Italy. 10.1016/j.prostr.2023.01.149
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