Practical moment–rotation relations of steel shear tab connections
An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: line...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Wen, Rou [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2013transfer abstract |
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| Umfang: |
13 |
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| Übergeordnetes Werk: |
Enthalten in: Trilobed-advancement flap for reconstruction of large surgical defect of the face - 2015, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:88 ; year:2013 ; pages:296-308 ; extent:13 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.jcsr.2013.05.018 |
|---|
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ELV03856453X |
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| 245 | 1 | 0 | |a Practical moment–rotation relations of steel shear tab connections |
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| 520 | |a An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. | ||
| 520 | |a An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. | ||
| 700 | 1 | |a Akbas, Bulent |4 oth | |
| 700 | 1 | |a Shen, Jay |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier Science |t Trilobed-advancement flap for reconstruction of large surgical defect of the face |d 2015 |g Amsterdam [u.a.] |w (DE-627)ELV018306888 |
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10.1016/j.jcsr.2013.05.018 doi GBVA2013003000022.pica (DE-627)ELV03856453X (ELSEVIER)S0143-974X(13)00159-4 DE-627 ger DE-627 rakwb eng 620 660 670 620 DE-600 660 DE-600 670 DE-600 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Wen, Rou verfasserin aut Practical moment–rotation relations of steel shear tab connections 2013transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. Akbas, Bulent oth Shen, Jay oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:88 year:2013 pages:296-308 extent:13 https://doi.org/10.1016/j.jcsr.2013.05.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 88 2013 296-308 13 045F 620 |
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10.1016/j.jcsr.2013.05.018 doi GBVA2013003000022.pica (DE-627)ELV03856453X (ELSEVIER)S0143-974X(13)00159-4 DE-627 ger DE-627 rakwb eng 620 660 670 620 DE-600 660 DE-600 670 DE-600 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Wen, Rou verfasserin aut Practical moment–rotation relations of steel shear tab connections 2013transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. Akbas, Bulent oth Shen, Jay oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:88 year:2013 pages:296-308 extent:13 https://doi.org/10.1016/j.jcsr.2013.05.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 88 2013 296-308 13 045F 620 |
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10.1016/j.jcsr.2013.05.018 doi GBVA2013003000022.pica (DE-627)ELV03856453X (ELSEVIER)S0143-974X(13)00159-4 DE-627 ger DE-627 rakwb eng 620 660 670 620 DE-600 660 DE-600 670 DE-600 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Wen, Rou verfasserin aut Practical moment–rotation relations of steel shear tab connections 2013transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. Akbas, Bulent oth Shen, Jay oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:88 year:2013 pages:296-308 extent:13 https://doi.org/10.1016/j.jcsr.2013.05.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 88 2013 296-308 13 045F 620 |
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10.1016/j.jcsr.2013.05.018 doi GBVA2013003000022.pica (DE-627)ELV03856453X (ELSEVIER)S0143-974X(13)00159-4 DE-627 ger DE-627 rakwb eng 620 660 670 620 DE-600 660 DE-600 670 DE-600 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Wen, Rou verfasserin aut Practical moment–rotation relations of steel shear tab connections 2013transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. Akbas, Bulent oth Shen, Jay oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:88 year:2013 pages:296-308 extent:13 https://doi.org/10.1016/j.jcsr.2013.05.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 88 2013 296-308 13 045F 620 |
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10.1016/j.jcsr.2013.05.018 doi GBVA2013003000022.pica (DE-627)ELV03856453X (ELSEVIER)S0143-974X(13)00159-4 DE-627 ger DE-627 rakwb eng 620 660 670 620 DE-600 660 DE-600 670 DE-600 610 VZ 333.7 610 VZ 43.12 bkl 43.13 bkl 44.13 bkl Wen, Rou verfasserin aut Practical moment–rotation relations of steel shear tab connections 2013transfer abstract 13 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. Akbas, Bulent oth Shen, Jay oth Enthalten in Elsevier Science Trilobed-advancement flap for reconstruction of large surgical defect of the face 2015 Amsterdam [u.a.] (DE-627)ELV018306888 volume:88 year:2013 pages:296-308 extent:13 https://doi.org/10.1016/j.jcsr.2013.05.018 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OLC-PHA SSG-OPC-GGO GBV_ILN_40 43.12 Umweltchemie VZ 43.13 Umwelttoxikologie VZ 44.13 Medizinische Ökologie VZ AR 88 2013 296-308 13 045F 620 |
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Enthalten in Trilobed-advancement flap for reconstruction of large surgical defect of the face Amsterdam [u.a.] volume:88 year:2013 pages:296-308 extent:13 |
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Trilobed-advancement flap for reconstruction of large surgical defect of the face |
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An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. |
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An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. |
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An analytical model for shear tab connections in modern steel buildings is proposed. This connection model includes the concrete slab effects and has unsymmetrical behaviors under positive and negative moments. Under positive moment, the flexural strengths are determined by two stress patterns: linear triangular tensile stress along shear tab combined with uniform compressive stress of 0.30fc′ on slab at yielding state; uniform yielding stress along shear tab combined with uniform compressive stress of 0.85fc′ on slab at ultimate state. Under negative moment, shear tab plate is the contributor to the flexural strength and the concrete slabs are neglected. Comparisons between experimental and analytical results indicate that the proposed steel shear tab models are able to capture major behaviors with a compatible effort often made in a typical structural design office. Seismic studies of one three-story non-ductile braced frame including proposed models demonstrate the capabilities and simplicities for practical structural engineering application. |
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