المؤلفون: Delbaz Samadian, Imrose B. Muhit, Annalisa Occhipinti, Nashwan Dawood

المصدر: Resilient Cities and Structures, Vol 3, Iss 1, Pp 20-43 (2024)

مصطلحات موضوعية: Surrogate models, Meta database, Pushover analysis, Steel moment resisting frames, Sensitivity and explainability analyses, Machine learning, Disasters and engineering, TA495, Cities. Urban geography, GF125

وصف الملف: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2772741623000716; https://doaj.org/toc/2772-7416

URL الوصول: https://doaj.org/article/e2ae0a2f96374a84ade53c2d8e537203

المؤلفون: Payam Tehrani, Ariya Eini

المصدر: Journal of Rehabilitation in Civil Engineering, Vol 10, Iss 4, Pp 109-128 (2022)

مصطلحات موضوعية: non - parallel system irregularity, steel moment resisting frames, seismic performance, nonlinear dynamic analysis, nonlinear static analysis, Technology, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://civiljournal.semnan.ac.ir/article_5967_dbabd64e33ef60a7213fd9d8074e7090.pdf; https://doaj.org/toc/2345-4415; https://doaj.org/toc/2345-4423

URL الوصول: https://doaj.org/article/3006e51808884fc7974a864fbef817a6

المؤلفون: Eshghi, Sassan, Maddah, Mohammad Mahdi

المصدر: International Journal of Structural Integrity, 2019, Vol. 11, Issue 6, pp. 833-848.

URL الوصول: http://www.emeraldinsight.com/doi/10.1108/IJSI-07-2019-0076

المؤلفون: Naji, Arash

المصدر: International Journal of Structural Integrity, 2019, Vol. 11, Issue 2, pp. 264-276.

URL الوصول: http://www.emeraldinsight.com/doi/10.1108/IJSI-06-2019-0051

المؤلفون: Seyed Mohsen Miri, Hossein Tajmir Riahi, Seyed Ali Mahmoudy

المصدر: Numerical Methods in Civil Engineering, Vol 5, Iss 2, Pp 33-44 (2020)

مصطلحات موضوعية: endurance time method, performance-based seismic design, seismic hazard levels, steel moment-resisting frames, the uniform deformation theory, Engineering (General). Civil engineering (General), TA1-2040

وصف الملف: electronic resource

Relation: https://nmce.kntu.ac.ir/article_160513_a0d69893769444cf6366f65d817dfe2b.pdf; https://doaj.org/toc/2345-4296; https://doaj.org/toc/2783-3941

URL الوصول: https://doaj.org/article/6166964f6090476b9d491cf82278eb9a

المؤلفون: Elettore, Elena, Freddi, Fabio, Latour, Massimo, Rizzano, Gianvittorio

المصدر: Journal of Constructional Steel Research , 199 , Article 107628. (2022)

مصطلحات موضوعية: Steel moment resisting frames, Self-centring column bases, Structural resilience, Parametric finite element analysis

وصف الملف: text

Relation: https://discovery.ucl.ac.uk/id/eprint/10159196/1/Elettore%20et%20al_2022_JSCR_SI%201_Authors_Version.pdf; https://discovery.ucl.ac.uk/id/eprint/10159196/

الاتاحة: https://discovery.ucl.ac.uk/id/eprint/10159196/1/Elettore%20et%20al_2022_JSCR_SI%201_Authors_Version.pdf
https://discovery.ucl.ac.uk/id/eprint/10159196/

المؤلفون: Pieroni, Ludovica, Di Benedetto, Sabatino, Freddi, Fabio, Latour, Massimo

المصدر: Journal of Constructional Steel Research , 197 , Article 107489. (2022)

مصطلحات موضوعية: Seismic resilience, Steel moment resisting frames, Self-centering damage-free joints, Residual drifts, Structural optimization, Genetic algorithm

وصف الملف: text

Relation: https://discovery.ucl.ac.uk/id/eprint/10154036/1/Pieroni%20et%20al_2022_Genetic%20Algorithm%20for%20the%20optimal%20placement%20of%20Self-Centering%20Damage-Free%20joints%20in%20steel%20MRFs.pdf; https://discovery.ucl.ac.uk/id/eprint/10154036/

الاتاحة: https://discovery.ucl.ac.uk/id/eprint/10154036/1/Pieroni%20et%20al_2022_Genetic%20Algorithm%20for%20the%20optimal%20placement%20of%20Self-Centering%20Damage-Free%20joints%20in%20steel%20MRFs.pdf
https://discovery.ucl.ac.uk/id/eprint/10154036/

المؤلفون: Lettieri, Annarosa, Elettore, Elena, Pieroni, Ludovica, Freddi, Fabio, Latour, Massimo, Rizzano, Gianvittorio

المصدر: Steel Construction , 15 (2) pp. 91-99. (2022)

مصطلحات موضوعية: structural resilience, steel moment resisting frames, self-centring, damage-free column bases, residual drifts, Steel buildings, Analysis and design, Stahlhochbau, Berechnungs- und Bemessungsverfahren

وصف الملف: text

Relation: https://discovery.ucl.ac.uk/id/eprint/10147643/1/Lettieri%20et%20al_2022_Parametric%20analysis%20of%20steel%20MRFs%20with%20self-centring%20column%20bases%20-%20Authors%20Version.pdf; https://discovery.ucl.ac.uk/id/eprint/10147643/

الاتاحة: https://discovery.ucl.ac.uk/id/eprint/10147643/1/Lettieri%20et%20al_2022_Parametric%20analysis%20of%20steel%20MRFs%20with%20self-centring%20column%20bases%20-%20Authors%20Version.pdf
https://discovery.ucl.ac.uk/id/eprint/10147643/

المؤلفون: Freddi, F, Ciman, L, Tondini, N

المصدر: Journal of Constructional Steel Research , 188 , Article 107037. (2022)

مصطلحات موضوعية: Progressive collapse, Steel moment resisting frames, Retrofit, Roof-truss, Dynamic increase factor, Non-linear static analysis, Non-linear dynamic analysis

وصف الملف: text

Relation: https://discovery.ucl.ac.uk/id/eprint/10138102/1/Freddi%20et%20al_2021_Retrofit%20of%20existing%20steel%20structures%20against%20progressive%20collapse%20through%20roof-truss%20-%20Author%27s%20Version.pdf; https://discovery.ucl.ac.uk/id/eprint/10138102/

الاتاحة: https://discovery.ucl.ac.uk/id/eprint/10138102/1/Freddi%20et%20al_2021_Retrofit%20of%20existing%20steel%20structures%20against%20progressive%20collapse%20through%20roof-truss%20-%20Author%27s%20Version.pdf
https://discovery.ucl.ac.uk/id/eprint/10138102/

المؤلفون: Ivančič, Polona

المساهمون: Može, Primož

مصطلحات موضوعية: gradbeništvo, magistrska dela, GR, Evrokod 8, potresnoodporno projektiranje, jekleni momentni okviri, spekter pospeškov, mejno stanje velikih poškodb (SD), razred duktilnosti DC2 in DC3, torni dušilec z VFC-konfiguracijo, FREEDAM spoji, civil engineering, master thesis, Eurocod 8, seismic design, steel Moment Resisting Frames, response spectrum, Significant Damage (SD) limit state, ductility classes 2 (DC2) and 3 (DC3), friction damper with VFC configuration, FREEDAM connections, info:eu-repo/classification/udc/624.014.2:624.072.7(043.3)

وصف الملف: application/pdf

Relation: https://repozitorij.uni-lj.si/IzpisGradiva.php?id=155424; https://repozitorij.uni-lj.si/Dokument.php?id=182292&dn=; https://repozitorij.uni-lj.si/Dokument.php?id=182293&dn=; https://repozitorij.uni-lj.si/Dokument.php?id=182294&dn=; https://repozitorij.uni-lj.si/Dokument.php?id=182295&dn=; https://repozitorij.uni-lj.si/Dokument.php?id=182296&dn=; https://repozitorij.uni-lj.si/Dokument.php?id=182297&dn=; https://repozitorij.uni-lj.si/Dokument.php?id=182298&dn=; https://plus.cobiss.net/cobiss/si/sl/bib/191237635; http://hdl.handle.net/20.500.12556/RUL-155424-35977adc-aa8f-604d-2119-53e4ab93c30a

الاتاحة: https://repozitorij.uni-lj.si/IzpisGradiva.php?id=155424
https://repozitorij.uni-lj.si/Dokument.php?id=182292&dn=
https://repozitorij.uni-lj.si/Dokument.php?id=182293&dn=
https://repozitorij.uni-lj.si/Dokument.php?id=182294&dn=
https://repozitorij.uni-lj.si/Dokument.php?id=182295&dn=
https://repozitorij.uni-lj.si/Dokument.php?id=182296&dn=
https://repozitorij.uni-lj.si/Dokument.php?id=182297&dn=
https://repozitorij.uni-lj.si/Dokument.php?id=182298&dn=
https://plus.cobiss.net/cobiss/si/sl/bib/191237635
https://hdl.handle.net/20.500.12556/RUL-155424-35977adc-aa8f-604d-2119-53e4ab93c30a

المؤلفون: Ghazi Arslan Ahmed, Faisal Shabbir

المصدر: Mehran University Research Journal of Engineering and Technology, Vol 37, Iss 3, Pp 571-580 (2018)

مصطلحات موضوعية: Steel Moment Resisting Frames, Direct Displacement Based Design, Structural Optimization, Non-Linear Static Analysis., Technology, Engineering (General). Civil engineering (General), TA1-2040, Science

وصف الملف: electronic resource

Relation: https://doaj.org/toc/0254-7821; https://doaj.org/toc/2413-7219

URL الوصول: https://doaj.org/article/566a254c15eb40d4a8d90d4d8bc24a01

المؤلفون: GUAN, XINGQUAN

مصطلحات موضوعية: Civil engineering, Automated seismic design and analysis, Data-driven models, Earthquake-induced impacts, Hybrid models, Performance-based analytics-driven seismic design, Steel moment resisting frames

URL الوصول: https://escholarship.org/uc/item/5bd6r600

المؤلفون: Hashemi Rezvani, Farshad, Behnam, Behrouz, Reza Ronagh, Hamid, Alam, M. Shahria

المصدر: International Journal of Structural Integrity, 2017, Vol. 8, Issue 3, pp. 308-325.

URL الوصول: http://www.emeraldinsight.com/doi/10.1108/IJSI-02-2016-0008

المؤلفون: Isaac González, António Silva, Luís Macedo, Ricardo Monteiro, José Miguel Castro

المصدر: Frontiers in Built Environment, Vol 5 (2019)

مصطلحات موضوعية: steel moment-resisting frames, OpenSees, modal superposition, peak floor acceleration, floor response spectrum, Engineering (General). Civil engineering (General), TA1-2040, City planning, HT165.5-169.9

وصف الملف: electronic resource

Relation: https://www.frontiersin.org/article/10.3389/fbuil.2019.00139/full; https://doaj.org/toc/2297-3362

URL الوصول: https://doaj.org/article/7bf9a854e2c749c39378d36a23f182d9

المؤلفون: Annarosa Lettieri, Elena Elettore, Ludovica Pieroni, Fabio Freddi, Massimo Latour, Gianvittorio Rizzano

المصدر: Steel Construction. 15:91-99

مصطلحات موضوعية: Analysis and design, structural resilience, Mechanics of Materials, Metals and Alloys, steel moment resisting frames, damage-free column bases, residual drifts, self-centring, Steel buildings, Building and Construction, Civil and Structural Engineering

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1e8dec98437a5edef056204f988eb521
https://doi.org/10.1002/stco.202100050

المؤلفون: Molina Hutt, C, Rossetto, T, Deierlein, GG

المصدر: Journal of Constructional Steel Research , 159 pp. 598-610. (2019)

مصطلحات موضوعية: Steel moment resisting frames, Tall buildings, Seismic risk-based assessment, Loss, Downtime, Collapse, Vulnerability functions

وصف الملف: text

Relation: https://discovery.ucl.ac.uk/id/eprint/10083308/7/Rossetto_Comparative%20risk-based%20seismic%20assessment%20of%201970s%20vs%20modern%20tall%20steel%20moment%20frames_AAM.pdf; https://discovery.ucl.ac.uk/id/eprint/10083308/

الاتاحة: https://discovery.ucl.ac.uk/id/eprint/10083308/7/Rossetto_Comparative%20risk-based%20seismic%20assessment%20of%201970s%20vs%20modern%20tall%20steel%20moment%20frames_AAM.pdf
https://discovery.ucl.ac.uk/id/eprint/10083308/

المؤلفون: Gutiérrez-Urzúa, LF, Freddi, F, Di Sarno, L

المصدر: In: Proceedings of the 17th World Conference on Earthquake Engineering (17WCEE). World Conference on Earthquake Engineering (WCEE): Sendai, Japan. (2020)

مصطلحات موضوعية: Steel moment resisting frames, engineering demand parameters, assessment of existing structures, fragility curves, incremental dynamic analysis

وصف الملف: text

Relation: https://discovery.ucl.ac.uk/id/eprint/10110654/1/3a-0007.pdf; https://discovery.ucl.ac.uk/id/eprint/10110654/

الاتاحة: https://discovery.ucl.ac.uk/id/eprint/10110654/1/3a-0007.pdf
https://discovery.ucl.ac.uk/id/eprint/10110654/

المؤلفون: Massimo Latour, Fabio Freddi, Ludovica Pieroni

المصدر: Earthquake Engineering & Structural Dynamics. 51:1292-1316

مصطلحات موضوعية: structural resilience, seismic performance, Earth and Planetary Sciences (miscellaneous), residual drifts, self-centering damage-free connections, steel moment resisting frames, Geotechnical Engineering and Engineering Geology

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4443f24c91c40f5262e005ad11b06522
https://doi.org/10.1002/eqe.3615

المؤلفون: Annika Mathiasson, Ricardo A. Medina

المصدر: Buildings, Vol 4, Iss 4, Pp 806-822 (2014)

مصطلحات موضوعية: collapse assessment, steel moment-resisting frames, risk-targeted spectral acceleration, mean annual frequency of collapse, probability of collapse, collapse fragility, Building construction, TH1-9745

وصف الملف: electronic resource

Relation: http://www.mdpi.com/2075-5309/4/4/806; https://doaj.org/toc/2075-5309

URL الوصول: https://doaj.org/article/f8f4d93e052742f88b0bc7d0a55baf63

المؤلفون: Skiadopoulos Andronikos, Lignos Dimitrios G.

المصدر: Earthquake Engineering & Structural Dynamics, (2022-02-03) ; National Conference on Earthquake Engineering

مصطلحات موضوعية: Steel moment resisting frames, Moment resisting fame seismic designs, Special steel moment resisting frames, Inelastic panel zones

Relation: https://zenodo.org/communities/epfl; https://doi.org/10.5281/zenodo.5962406; https://doi.org/10.5281/zenodo.5962407; oai:zenodo.org:5962407

الاتاحة: https://doi.org/10.5281/zenodo.5962407