Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion

This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for pr...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Konate, Mamadou [verfasserIn] Razzaq, Zia [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	Yield limit load-moment-torsion interaction relations Combined axial load, biaxial bending and torsion New interaction expressions

Übergeordnetes Werk:	Enthalten in: Journal of constructional steel research - Amsterdam [u.a.] : Elsevier Science, 1980, 156, Seite 182-191
Übergeordnetes Werk:	volume:156 ; pages:182-191

DOI / URN:	10.1016/j.jcsr.2019.02.001

Katalog-ID:	ELV001988018

Internformat


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allfields	10.1016/j.jcsr.2019.02.001 doi (DE-627)ELV001988018 (ELSEVIER)S0143-974X(18)31276-8 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Konate, Mamadou verfasserin aut Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples. Yield limit load-moment-torsion interaction relations Combined axial load, biaxial bending and torsion New interaction expressions Razzaq, Zia verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 156, Seite 182-191 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:156 pages:182-191 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 156 182-191
spelling	10.1016/j.jcsr.2019.02.001 doi (DE-627)ELV001988018 (ELSEVIER)S0143-974X(18)31276-8 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Konate, Mamadou verfasserin aut Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples. Yield limit load-moment-torsion interaction relations Combined axial load, biaxial bending and torsion New interaction expressions Razzaq, Zia verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 156, Seite 182-191 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:156 pages:182-191 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 156 182-191
allfields_unstemmed	10.1016/j.jcsr.2019.02.001 doi (DE-627)ELV001988018 (ELSEVIER)S0143-974X(18)31276-8 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Konate, Mamadou verfasserin aut Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples. Yield limit load-moment-torsion interaction relations Combined axial load, biaxial bending and torsion New interaction expressions Razzaq, Zia verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 156, Seite 182-191 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:156 pages:182-191 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 156 182-191
allfieldsGer	10.1016/j.jcsr.2019.02.001 doi (DE-627)ELV001988018 (ELSEVIER)S0143-974X(18)31276-8 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Konate, Mamadou verfasserin aut Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples. Yield limit load-moment-torsion interaction relations Combined axial load, biaxial bending and torsion New interaction expressions Razzaq, Zia verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 156, Seite 182-191 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:156 pages:182-191 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 156 182-191
allfieldsSound	10.1016/j.jcsr.2019.02.001 doi (DE-627)ELV001988018 (ELSEVIER)S0143-974X(18)31276-8 DE-627 ger DE-627 rda eng 620 660 670 DE-600 56.13 bkl Konate, Mamadou verfasserin aut Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion 2019 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples. Yield limit load-moment-torsion interaction relations Combined axial load, biaxial bending and torsion New interaction expressions Razzaq, Zia verfasserin aut Enthalten in Journal of constructional steel research Amsterdam [u.a.] : Elsevier Science, 1980 156, Seite 182-191 Online-Ressource (DE-627)306586339 (DE-600)1498182-8 (DE-576)098690671 nnns volume:156 pages:182-191 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 156 182-191
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author	Konate, Mamadou
spellingShingle	Konate, Mamadou ddc 620 bkl 56.13 misc Yield limit load-moment-torsion interaction relations misc Combined axial load, biaxial bending and torsion misc New interaction expressions Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion
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topic_title	620 660 670 DE-600 56.13 bkl Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion Yield limit load-moment-torsion interaction relations Combined axial load, biaxial bending and torsion New interaction expressions
topic	ddc 620 bkl 56.13 misc Yield limit load-moment-torsion interaction relations misc Combined axial load, biaxial bending and torsion misc New interaction expressions
topic_unstemmed	ddc 620 bkl 56.13 misc Yield limit load-moment-torsion interaction relations misc Combined axial load, biaxial bending and torsion misc New interaction expressions
topic_browse	ddc 620 bkl 56.13 misc Yield limit load-moment-torsion interaction relations misc Combined axial load, biaxial bending and torsion misc New interaction expressions
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title	Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion
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title_full	Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion
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title_sort	yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion
title_auth	Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion
abstract	This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples.
abstractGer	This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples.
abstract_unstemmed	This paper presents yield limit interaction relations for biaxially loaded non-sway steel beam-columns with a concentrated torsional moment applied at the bottom end. The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. The use of interaction relations is demonstrated by means of analysis and design examples.
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title_short	Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion
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up_date	2024-07-06T23:14:46.295Z
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The interaction relations are based on an experimentally verified general analysis for hollow square section and then utilized for predicting the behavior of both rectangular and I-shaped section members. The analysis includes p-delta effects and initial residual stresses. A set of new yield limit interaction expressions are finally developed, including the influence of applied torsion. 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Yield limit interaction relations for biaxially loaded non-sway steel beam-columns with applied torsion

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