The Experts below are selected from a list of 57321 Experts worldwide ranked by ideXlab platform
Chui Hsin Chen - One of the best experts on this subject based on the ideXlab platform.
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pseudo dynamic tests of a full scale cft brb frame part i specimen Design Experiment and analysis
Earthquake Engineering & Structural Dynamics, 2008Co-Authors: Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Keh-chyuan TsaiAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay buckling-restrained braced frame (BRBF) using concrete-filled tube columns was tested in the Taiwan National Center for Research on Earthquake Engineering using networked PDT techniques in October 2003. During the tests, real-time Experimental responses and video were webcasted to Internet viewers. The input ground motions adopted for the PDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta earthquakes and scaled to represent three seismic hazard levels. This paper is in two parts, focusing on the investigations of the overall structure and the local members. This paper constitutes Part I and discusses the Design, analytical investigations, and key Experimental results of the specimen frame, such as the buckling of the brace-to-gusset joints. Part II of the paper, the companion paper, describes the gusset stiffening schemes and detailed Experimental behavior of the BRBs and their connections. Experimental peak inter-story drifts of 0.019 and 0.023 radians, prescribed for the Design basis and the maximum credible earthquakes, respectively, are within the target Design limits of 0.020 and 0.025 radians. These tests confirmed that the PISA3D and OpenSees nonlinear structural analysis computer programs can simulate the Experimental peak shears and floor displacements well. Copyright © 2008 John Wiley & Sons, Ltd.
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Pseudo-dynamic tests of a full-scale CFT/BRB frame - Part I: Specimen Design, Experiment and analysis
Earthquake Engineering and Structural Dynamics, 2008Co-Authors: Keh-chyuan Tsai, Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Jiun Wei Lai, Sheng Lin LinAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay\nbuckling-restrained braced frame (BRBF) using concrete-filled tube\ncolumns was tested in the Taiwan National Center for Research on\nEarthquake Engineering using networked PDT techniques in October 2003.\nDuring the tests, real-time Experimental responses and video were\nwebcasted to Internet viewers. The input ground motions adopted for the\nPDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta\nearthquakes and scaled to represent three seismic hazard levels. This\npaper is in two parts, focusing on the investigations of the overall\nstructure and the local members. This paper constitutes Part I and\ndiscusses the Design, analytical investigations, and key Experimental\nresults of the specimen frame, such as the buckling of the\nbrace-to-gusset joints. Part 11 of the paper, the companion paper,\ndescribes the gusset stiffening schemes and detailed Experimental\nbehavior of the BRBs and their connections. Experimental peak\ninter-story drifts of 0.019 and 0.023 radians, prescribed for the Design\nbasis and the maximum credible earthquakes, respectively, are within the\ntarget Design limits of 0.020 and 0.025 radians. These tests confirmed\nthat the PISA3D and OpenSees nonlinear structural analysis computer\nprograms can simulate the Experimental peak shears and floor\ndisplacements well. Copyright (c) 2008 John Wiley & Sons, Ltd.
Keh-chyuan Tsai - One of the best experts on this subject based on the ideXlab platform.
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pseudo dynamic tests of a full scale cft brb frame part i specimen Design Experiment and analysis
Earthquake Engineering & Structural Dynamics, 2008Co-Authors: Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Keh-chyuan TsaiAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay buckling-restrained braced frame (BRBF) using concrete-filled tube columns was tested in the Taiwan National Center for Research on Earthquake Engineering using networked PDT techniques in October 2003. During the tests, real-time Experimental responses and video were webcasted to Internet viewers. The input ground motions adopted for the PDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta earthquakes and scaled to represent three seismic hazard levels. This paper is in two parts, focusing on the investigations of the overall structure and the local members. This paper constitutes Part I and discusses the Design, analytical investigations, and key Experimental results of the specimen frame, such as the buckling of the brace-to-gusset joints. Part II of the paper, the companion paper, describes the gusset stiffening schemes and detailed Experimental behavior of the BRBs and their connections. Experimental peak inter-story drifts of 0.019 and 0.023 radians, prescribed for the Design basis and the maximum credible earthquakes, respectively, are within the target Design limits of 0.020 and 0.025 radians. These tests confirmed that the PISA3D and OpenSees nonlinear structural analysis computer programs can simulate the Experimental peak shears and floor displacements well. Copyright © 2008 John Wiley & Sons, Ltd.
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Pseudo-dynamic tests of a full-scale CFT/BRB frame - Part I: Specimen Design, Experiment and analysis
Earthquake Engineering and Structural Dynamics, 2008Co-Authors: Keh-chyuan Tsai, Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Jiun Wei Lai, Sheng Lin LinAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay\nbuckling-restrained braced frame (BRBF) using concrete-filled tube\ncolumns was tested in the Taiwan National Center for Research on\nEarthquake Engineering using networked PDT techniques in October 2003.\nDuring the tests, real-time Experimental responses and video were\nwebcasted to Internet viewers. The input ground motions adopted for the\nPDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta\nearthquakes and scaled to represent three seismic hazard levels. This\npaper is in two parts, focusing on the investigations of the overall\nstructure and the local members. This paper constitutes Part I and\ndiscusses the Design, analytical investigations, and key Experimental\nresults of the specimen frame, such as the buckling of the\nbrace-to-gusset joints. Part 11 of the paper, the companion paper,\ndescribes the gusset stiffening schemes and detailed Experimental\nbehavior of the BRBs and their connections. Experimental peak\ninter-story drifts of 0.019 and 0.023 radians, prescribed for the Design\nbasis and the maximum credible earthquakes, respectively, are within the\ntarget Design limits of 0.020 and 0.025 radians. These tests confirmed\nthat the PISA3D and OpenSees nonlinear structural analysis computer\nprograms can simulate the Experimental peak shears and floor\ndisplacements well. Copyright (c) 2008 John Wiley & Sons, Ltd.
Po Chien Hsiao - One of the best experts on this subject based on the ideXlab platform.
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pseudo dynamic tests of a full scale cft brb frame part i specimen Design Experiment and analysis
Earthquake Engineering & Structural Dynamics, 2008Co-Authors: Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Keh-chyuan TsaiAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay buckling-restrained braced frame (BRBF) using concrete-filled tube columns was tested in the Taiwan National Center for Research on Earthquake Engineering using networked PDT techniques in October 2003. During the tests, real-time Experimental responses and video were webcasted to Internet viewers. The input ground motions adopted for the PDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta earthquakes and scaled to represent three seismic hazard levels. This paper is in two parts, focusing on the investigations of the overall structure and the local members. This paper constitutes Part I and discusses the Design, analytical investigations, and key Experimental results of the specimen frame, such as the buckling of the brace-to-gusset joints. Part II of the paper, the companion paper, describes the gusset stiffening schemes and detailed Experimental behavior of the BRBs and their connections. Experimental peak inter-story drifts of 0.019 and 0.023 radians, prescribed for the Design basis and the maximum credible earthquakes, respectively, are within the target Design limits of 0.020 and 0.025 radians. These tests confirmed that the PISA3D and OpenSees nonlinear structural analysis computer programs can simulate the Experimental peak shears and floor displacements well. Copyright © 2008 John Wiley & Sons, Ltd.
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Pseudo-dynamic tests of a full-scale CFT/BRB frame - Part I: Specimen Design, Experiment and analysis
Earthquake Engineering and Structural Dynamics, 2008Co-Authors: Keh-chyuan Tsai, Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Jiun Wei Lai, Sheng Lin LinAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay\nbuckling-restrained braced frame (BRBF) using concrete-filled tube\ncolumns was tested in the Taiwan National Center for Research on\nEarthquake Engineering using networked PDT techniques in October 2003.\nDuring the tests, real-time Experimental responses and video were\nwebcasted to Internet viewers. The input ground motions adopted for the\nPDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta\nearthquakes and scaled to represent three seismic hazard levels. This\npaper is in two parts, focusing on the investigations of the overall\nstructure and the local members. This paper constitutes Part I and\ndiscusses the Design, analytical investigations, and key Experimental\nresults of the specimen frame, such as the buckling of the\nbrace-to-gusset joints. Part 11 of the paper, the companion paper,\ndescribes the gusset stiffening schemes and detailed Experimental\nbehavior of the BRBs and their connections. Experimental peak\ninter-story drifts of 0.019 and 0.023 radians, prescribed for the Design\nbasis and the maximum credible earthquakes, respectively, are within the\ntarget Design limits of 0.020 and 0.025 radians. These tests confirmed\nthat the PISA3D and OpenSees nonlinear structural analysis computer\nprograms can simulate the Experimental peak shears and floor\ndisplacements well. Copyright (c) 2008 John Wiley & Sons, Ltd.
Sheng Lin Lin - One of the best experts on this subject based on the ideXlab platform.
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Pseudo-dynamic tests of a full-scale CFT/BRB frame - Part I: Specimen Design, Experiment and analysis
Earthquake Engineering and Structural Dynamics, 2008Co-Authors: Keh-chyuan Tsai, Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Jiun Wei Lai, Sheng Lin LinAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay\nbuckling-restrained braced frame (BRBF) using concrete-filled tube\ncolumns was tested in the Taiwan National Center for Research on\nEarthquake Engineering using networked PDT techniques in October 2003.\nDuring the tests, real-time Experimental responses and video were\nwebcasted to Internet viewers. The input ground motions adopted for the\nPDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta\nearthquakes and scaled to represent three seismic hazard levels. This\npaper is in two parts, focusing on the investigations of the overall\nstructure and the local members. This paper constitutes Part I and\ndiscusses the Design, analytical investigations, and key Experimental\nresults of the specimen frame, such as the buckling of the\nbrace-to-gusset joints. Part 11 of the paper, the companion paper,\ndescribes the gusset stiffening schemes and detailed Experimental\nbehavior of the BRBs and their connections. Experimental peak\ninter-story drifts of 0.019 and 0.023 radians, prescribed for the Design\nbasis and the maximum credible earthquakes, respectively, are within the\ntarget Design limits of 0.020 and 0.025 radians. These tests confirmed\nthat the PISA3D and OpenSees nonlinear structural analysis computer\nprograms can simulate the Experimental peak shears and floor\ndisplacements well. Copyright (c) 2008 John Wiley & Sons, Ltd.
Min Lang Lin - One of the best experts on this subject based on the ideXlab platform.
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pseudo dynamic tests of a full scale cft brb frame part i specimen Design Experiment and analysis
Earthquake Engineering & Structural Dynamics, 2008Co-Authors: Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Keh-chyuan TsaiAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay buckling-restrained braced frame (BRBF) using concrete-filled tube columns was tested in the Taiwan National Center for Research on Earthquake Engineering using networked PDT techniques in October 2003. During the tests, real-time Experimental responses and video were webcasted to Internet viewers. The input ground motions adopted for the PDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta earthquakes and scaled to represent three seismic hazard levels. This paper is in two parts, focusing on the investigations of the overall structure and the local members. This paper constitutes Part I and discusses the Design, analytical investigations, and key Experimental results of the specimen frame, such as the buckling of the brace-to-gusset joints. Part II of the paper, the companion paper, describes the gusset stiffening schemes and detailed Experimental behavior of the BRBs and their connections. Experimental peak inter-story drifts of 0.019 and 0.023 radians, prescribed for the Design basis and the maximum credible earthquakes, respectively, are within the target Design limits of 0.020 and 0.025 radians. These tests confirmed that the PISA3D and OpenSees nonlinear structural analysis computer programs can simulate the Experimental peak shears and floor displacements well. Copyright © 2008 John Wiley & Sons, Ltd.
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Pseudo-dynamic tests of a full-scale CFT/BRB frame - Part I: Specimen Design, Experiment and analysis
Earthquake Engineering and Structural Dynamics, 2008Co-Authors: Keh-chyuan Tsai, Po Chien Hsiao, Kung Juin Wang, Yuan Tao Weng, Min Lang Lin, Ker Chun Lin, Chui Hsin Chen, Jiun Wei Lai, Sheng Lin LinAbstract:A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay\nbuckling-restrained braced frame (BRBF) using concrete-filled tube\ncolumns was tested in the Taiwan National Center for Research on\nEarthquake Engineering using networked PDT techniques in October 2003.\nDuring the tests, real-time Experimental responses and video were\nwebcasted to Internet viewers. The input ground motions adopted for the\nPDTs were chosen from the 1999 Chi-Chi and the 1989 Loma Prieta\nearthquakes and scaled to represent three seismic hazard levels. This\npaper is in two parts, focusing on the investigations of the overall\nstructure and the local members. This paper constitutes Part I and\ndiscusses the Design, analytical investigations, and key Experimental\nresults of the specimen frame, such as the buckling of the\nbrace-to-gusset joints. Part 11 of the paper, the companion paper,\ndescribes the gusset stiffening schemes and detailed Experimental\nbehavior of the BRBs and their connections. Experimental peak\ninter-story drifts of 0.019 and 0.023 radians, prescribed for the Design\nbasis and the maximum credible earthquakes, respectively, are within the\ntarget Design limits of 0.020 and 0.025 radians. These tests confirmed\nthat the PISA3D and OpenSees nonlinear structural analysis computer\nprograms can simulate the Experimental peak shears and floor\ndisplacements well. Copyright (c) 2008 John Wiley & Sons, Ltd.
