W-section steel columns energy criteria considering beams for progressive collapse analysis

Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse cons...
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Autor*in:	Shabani, M.J. [verfasserIn] Moghadam, A.S. [verfasserIn] Aziminejad, A. [verfasserIn] Razzaghi, M.S. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column

Übergeordnetes Werk:	Enthalten in: Journal of constructional steel research - Amsterdam [u.a.] : Elsevier Science, 1980, 177
Übergeordnetes Werk:	volume:177

DOI / URN:	10.1016/j.jcsr.2020.106479

Katalog-ID:	ELV005341000

Internformat


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650		4	\|a Progressive collapse
650		4	\|a Energy-based criteria
650		4	\|a Buckling energy
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matchkey_str	shabanimjmoghadamasaziminejadarazzaghims:2020----:scinteclmsnryrtraosdrnbasopors
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publishDate	2020
allfields	10.1016/j.jcsr.2020.106479 doi (DE-627)ELV005341000 (ELSEVIER)S0143-974X(20)31031-2 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Shabani, M.J. verfasserin aut W-section steel columns energy criteria considering beams for progressive collapse analysis 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria. Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column Moghadam, A.S. verfasserin aut Aziminejad, A. verfasserin aut Razzaghi, M.S. verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 177 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:177 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.13 Stahlbau Metallbau AR 177
spelling	10.1016/j.jcsr.2020.106479 doi (DE-627)ELV005341000 (ELSEVIER)S0143-974X(20)31031-2 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Shabani, M.J. verfasserin aut W-section steel columns energy criteria considering beams for progressive collapse analysis 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria. Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column Moghadam, A.S. verfasserin aut Aziminejad, A. verfasserin aut Razzaghi, M.S. verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 177 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:177 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.13 Stahlbau Metallbau AR 177
allfields_unstemmed	10.1016/j.jcsr.2020.106479 doi (DE-627)ELV005341000 (ELSEVIER)S0143-974X(20)31031-2 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Shabani, M.J. verfasserin aut W-section steel columns energy criteria considering beams for progressive collapse analysis 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria. Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column Moghadam, A.S. verfasserin aut Aziminejad, A. verfasserin aut Razzaghi, M.S. verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 177 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:177 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.13 Stahlbau Metallbau AR 177
allfieldsGer	10.1016/j.jcsr.2020.106479 doi (DE-627)ELV005341000 (ELSEVIER)S0143-974X(20)31031-2 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Shabani, M.J. verfasserin aut W-section steel columns energy criteria considering beams for progressive collapse analysis 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria. Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column Moghadam, A.S. verfasserin aut Aziminejad, A. verfasserin aut Razzaghi, M.S. verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 177 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:177 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.13 Stahlbau Metallbau AR 177
allfieldsSound	10.1016/j.jcsr.2020.106479 doi (DE-627)ELV005341000 (ELSEVIER)S0143-974X(20)31031-2 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Shabani, M.J. verfasserin aut W-section steel columns energy criteria considering beams for progressive collapse analysis 2020 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria. Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column Moghadam, A.S. verfasserin aut Aziminejad, A. verfasserin aut Razzaghi, M.S. verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 177 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:177 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2038 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 56.13 Stahlbau Metallbau AR 177
language	English
source	Enthalten in Journal of constructional steel research 177 volume:177
sourceStr	Enthalten in Journal of constructional steel research 177 volume:177
format_phy_str_mv	Article
bklname	Stahlbau Metallbau
institution	findex.gbv.de
topic_facet	Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column
dewey-raw	620
isfreeaccess_bool	false
container_title	Journal of constructional steel research
authorswithroles_txt_mv	Shabani, M.J. @@aut@@ Moghadam, A.S. @@aut@@ Aziminejad, A. @@aut@@ Razzaghi, M.S. @@aut@@
publishDateDaySort_date	2020-01-01T00:00:00Z
hierarchy_top_id	306586339
dewey-sort	3620
id	ELV005341000
language_de	englisch
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author	Shabani, M.J.
spellingShingle	Shabani, M.J. ddc 620 bkl 56.13 misc Progressive collapse misc Energy-based criteria misc Buckling energy misc Failure energy misc Post-buckling behavior misc Steel column W-section steel columns energy criteria considering beams for progressive collapse analysis
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topic_title	620 660 670 DE-600 56.13 bkl W-section steel columns energy criteria considering beams for progressive collapse analysis Progressive collapse Energy-based criteria Buckling energy Failure energy Post-buckling behavior Steel column
topic	ddc 620 bkl 56.13 misc Progressive collapse misc Energy-based criteria misc Buckling energy misc Failure energy misc Post-buckling behavior misc Steel column
topic_unstemmed	ddc 620 bkl 56.13 misc Progressive collapse misc Energy-based criteria misc Buckling energy misc Failure energy misc Post-buckling behavior misc Steel column
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title	W-section steel columns energy criteria considering beams for progressive collapse analysis
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title_full	W-section steel columns energy criteria considering beams for progressive collapse analysis
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title_sort	w-section steel columns energy criteria considering beams for progressive collapse analysis
title_auth	W-section steel columns energy criteria considering beams for progressive collapse analysis
abstract	Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria.
abstractGer	Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria.
abstract_unstemmed	Recent studies indicate that the column buckling energy as a necessary but not a sufficient criterion, and the column failure energy as a sufficient criterion can be obtained from the single-column displacement controlled analysis, and considered as energy-based criteria in progressive collapse considerations. The structural performance following the columns removal scenarios can be evaluated by comparison of the columns' internal energy to the energy criteria. In this paper, a three-dimensional finite element analysis was conducted to investigate the buckling and post-buckling behavior of an individual W-section steel column by considering the effects of beams. Since the objective was to evaluate the role of beams on the derivation of the column buckling and failure energy criteria, various models were used in terms of column location and beam cross-section. Also, a 3-story steel structure's responses under sudden column removal were evaluated and verified using the proposed energy criteria.
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title_short	W-section steel columns energy criteria considering beams for progressive collapse analysis
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up_date	2024-07-06T17:38:20.601Z
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W-section steel columns energy criteria considering beams for progressive collapse analysis

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