A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections
The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from pract...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Zhao, Junxian [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014transfer abstract |
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| Umfang: |
10 |
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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:95 ; year:2014 ; pages:106-115 ; extent:10 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.jcsr.2013.12.001 |
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| Katalog-ID: |
ELV033674620 |
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| 245 | 1 | 0 | |a A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections |
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| 520 | |a The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. | ||
| 520 | |a The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. | ||
| 700 | 1 | |a Wu, Bin |4 oth | |
| 700 | 1 | |a Ou, Jinping |4 oth | |
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10.1016/j.jcsr.2013.12.001 doi GBVA2014003000023.pica (DE-627)ELV033674620 (ELSEVIER)S0143-974X(13)00347-7 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 Zhao, Junxian verfasserin aut A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. Wu, Bin oth Ou, Jinping 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:95 year:2014 pages:106-115 extent:10 https://doi.org/10.1016/j.jcsr.2013.12.001 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 95 2014 106-115 10 045F 620 |
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10.1016/j.jcsr.2013.12.001 doi GBVA2014003000023.pica (DE-627)ELV033674620 (ELSEVIER)S0143-974X(13)00347-7 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 Zhao, Junxian verfasserin aut A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. Wu, Bin oth Ou, Jinping 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:95 year:2014 pages:106-115 extent:10 https://doi.org/10.1016/j.jcsr.2013.12.001 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 95 2014 106-115 10 045F 620 |
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10.1016/j.jcsr.2013.12.001 doi GBVA2014003000023.pica (DE-627)ELV033674620 (ELSEVIER)S0143-974X(13)00347-7 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 Zhao, Junxian verfasserin aut A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. Wu, Bin oth Ou, Jinping 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:95 year:2014 pages:106-115 extent:10 https://doi.org/10.1016/j.jcsr.2013.12.001 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 95 2014 106-115 10 045F 620 |
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10.1016/j.jcsr.2013.12.001 doi GBVA2014003000023.pica (DE-627)ELV033674620 (ELSEVIER)S0143-974X(13)00347-7 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 Zhao, Junxian verfasserin aut A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. Wu, Bin oth Ou, Jinping 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:95 year:2014 pages:106-115 extent:10 https://doi.org/10.1016/j.jcsr.2013.12.001 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 95 2014 106-115 10 045F 620 |
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10.1016/j.jcsr.2013.12.001 doi GBVA2014003000023.pica (DE-627)ELV033674620 (ELSEVIER)S0143-974X(13)00347-7 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 Zhao, Junxian verfasserin aut A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections 2014transfer abstract 10 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. Wu, Bin oth Ou, Jinping 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:95 year:2014 pages:106-115 extent:10 https://doi.org/10.1016/j.jcsr.2013.12.001 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 95 2014 106-115 10 045F 620 |
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Enthalten in Trilobed-advancement flap for reconstruction of large surgical defect of the face Amsterdam [u.a.] volume:95 year:2014 pages:106-115 extent:10 |
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Enthalten in Trilobed-advancement flap for reconstruction of large surgical defect of the face Amsterdam [u.a.] volume:95 year:2014 pages:106-115 extent:10 |
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Trilobed-advancement flap for reconstruction of large surgical defect of the face |
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Zhao, Junxian @@aut@@ Wu, Bin @@oth@@ Ou, Jinping @@oth@@ |
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Several future research needs for BRB global stability are presented finally.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. 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A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections |
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Trilobed-advancement flap for reconstruction of large surgical defect of the face |
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a practical and unified global stability design method of buckling-restrained braces: discussion on pinned connections |
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A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections |
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The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. |
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The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. |
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The end bending moment induced by brace end rotation was recently found to have a negative effect on the global stability of buckling-restrained braces (BRBs). The proposed bending moment functions for the BRBs with traditional pinned connections, however, were found to be too complicated from practical view. Also, the relationship between the flexural behavior of BRBs and the brace end details has not yet been well understood, possibly resulting in misevaluation of BRB global stability capacity in design. In this paper, a moment amplification factor (MAF) method is proposed to simplify the bending moment function of the BRBs with traditional pinned connections, followed by parametric study on the key parameters affecting the MAF and presentation of the proposed simplified function. A unified global stability design method is proposed and implemented to the BRBs with pin-ended connections. Several future research needs for BRB global stability are presented finally. |
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A practical and unified global stability design method of buckling-restrained braces: Discussion on pinned connections |
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