NONDESTRUCTIVE EVALUATION OF DISTRICT 08 BRIDGES USING MODAL PARAMETERS

Texas Engineering Experiment Station for California Dept. of Transportation, Sacramento CA.  under contract no. 59A0157 FHWA/CA/SD-2001/07  Final Report

Norris Stubbs, S. Choi, R. W. Bolton, S. Park, C. Sikorsky

Publikation: Bog/antologi/afhandling/rapport › Rapport › Rådgivning › peer review

Resumé

This report presents an evaluation of effectiveness of repair methods on two structures along the I-40 corridor in San Bernardino County California. A modal test was conducted on each bridge before and after the repair work was finished. After each test, the modal parameters were extracted and the bridge superstructure was evaluated using systems identification and nondestructive damage location techniques. The modal analysis delivered changes in frequencies and mode shapes. Changes in the material and structural properties of the superstructure were provided through the systems identification and damage location techniques. A summary of project results are presented in the report.
OriginalsprogEngelsk
Udgivelses stedCollege Station, TX
Antal sider142
ISBN (Trykt)FHWA/CA/SD-2001/07
StatusUdgivet - 2001
Udgivet eksterntJa

Citer dette

Stubbs, Norris ; Choi, S. ; Bolton, R. W. ; Park, S. ; Sikorsky, C. / NONDESTRUCTIVE EVALUATION OF DISTRICT 08 BRIDGES USING MODAL PARAMETERS : Texas Engineering Experiment Station for California Dept. of Transportation, Sacramento CA.  under contract no. 59A0157 FHWA/CA/SD-2001/07  Final Report. College Station, TX, 2001. 142 s.
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title = "NONDESTRUCTIVE EVALUATION OF DISTRICT 08 BRIDGES USING MODAL PARAMETERS: Texas Engineering Experiment Station for California Dept. of Transportation, Sacramento CA.  under contract no. 59A0157 FHWA/CA/SD-2001/07  Final Report",
abstract = "This report presents an evaluation of effectiveness of repair methods on two structures along the I-40 corridor in San Bernardino County California. A modal test was conducted on each bridge before and after the repair work was finished. After each test, the modal parameters were extracted and the bridge superstructure was evaluated using systems identification and nondestructive damage location techniques. The modal analysis delivered changes in frequencies and mode shapes. Changes in the material and structural properties of the superstructure were provided through the systems identification and damage location techniques. A summary of project results are presented in the report.",
author = "Norris Stubbs and S. Choi and Bolton, {R. W.} and S. Park and C. Sikorsky",
note = "Publication Date: February 2001. California Dept. of Transportation, Sacramento CA. Remarks: Performed by Texas Engineering Experiment Station under contract no. 59A0157 FHWA/CA/SD-2001/07",
year = "2001",
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Stubbs, N, Choi, S, Bolton, RW, Park, S & Sikorsky, C 2001, NONDESTRUCTIVE EVALUATION OF DISTRICT 08 BRIDGES USING MODAL PARAMETERS: Texas Engineering Experiment Station for California Dept. of Transportation, Sacramento CA.  under contract no. 59A0157 FHWA/CA/SD-2001/07  Final Report. College Station, TX.

NONDESTRUCTIVE EVALUATION OF DISTRICT 08 BRIDGES USING MODAL PARAMETERS : Texas Engineering Experiment Station for California Dept. of Transportation, Sacramento CA.  under contract no. 59A0157 FHWA/CA/SD-2001/07  Final Report. / Stubbs, Norris; Choi, S.; Bolton, R. W.; Park, S.; Sikorsky, C.

College Station, TX, 2001. 142 s.

Publikation: Bog/antologi/afhandling/rapport › Rapport › Rådgivning › peer review

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T2 - Texas Engineering Experiment Station for California Dept. of Transportation, Sacramento CA.  under contract no. 59A0157 FHWA/CA/SD-2001/07  Final Report

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AU - Choi, S.

AU - Bolton, R. W.

AU - Park, S.

AU - Sikorsky, C.

N1 - Publication Date: February 2001. California Dept. of Transportation, Sacramento CA. Remarks: Performed by Texas Engineering Experiment Station under contract no. 59A0157 FHWA/CA/SD-2001/07

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N2 - This report presents an evaluation of effectiveness of repair methods on two structures along the I-40 corridor in San Bernardino County California. A modal test was conducted on each bridge before and after the repair work was finished. After each test, the modal parameters were extracted and the bridge superstructure was evaluated using systems identification and nondestructive damage location techniques. The modal analysis delivered changes in frequencies and mode shapes. Changes in the material and structural properties of the superstructure were provided through the systems identification and damage location techniques. A summary of project results are presented in the report.

AB - This report presents an evaluation of effectiveness of repair methods on two structures along the I-40 corridor in San Bernardino County California. A modal test was conducted on each bridge before and after the repair work was finished. After each test, the modal parameters were extracted and the bridge superstructure was evaluated using systems identification and nondestructive damage location techniques. The modal analysis delivered changes in frequencies and mode shapes. Changes in the material and structural properties of the superstructure were provided through the systems identification and damage location techniques. A summary of project results are presented in the report.

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BT - NONDESTRUCTIVE EVALUATION OF DISTRICT 08 BRIDGES USING MODAL PARAMETERS

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Stubbs N, Choi S, Bolton RW, Park S, Sikorsky C. NONDESTRUCTIVE EVALUATION OF DISTRICT 08 BRIDGES USING MODAL PARAMETERS: Texas Engineering Experiment Station for California Dept. of Transportation, Sacramento CA.  under contract no. 59A0157 FHWA/CA/SD-2001/07  Final Report. College Station, TX, 2001. 142 s.