Field assessment of curved steel bridge response under traffic and controlled loads

Deanna L. Nevling; Daniel G. Linzell; Jeffrey A. Laman

Field assessment of curved steel bridge response under traffic and controlled loads

Deanna L. Nevling
, Daniel G. Linzell
, Jeffrey A. Laman

Civil and Environmental Engineering

Research output: Contribution to conference › Paper › peer-review

Abstract

Field tests of curved steel bridge response under traffic and controlled loads, are presented. Data collected from the field tests are used to investigate a number of issues related to curved bridge behavior. Data from tests with the cross frames being removed and a static test, accompanied in the process, is used to investigate the influence of unbraced length on curved, composite I-girder response. The quasi-static and static states of the tests help to determine the accuracy of different level of analysis technique for prediction of curved bridge behavior.

Original language	English (US)
Pages	1221-1222
Number of pages	2
State	Published - 2003
Event	2003 ASCE/SEI Structures Congress and Exposition: Engineering Smarter - Seattle, WA, United States Duration: May 29 2003 → May 31 2003

Other

Other	2003 ASCE/SEI Structures Congress and Exposition: Engineering Smarter
Country/Territory	United States
City	Seattle, WA
Period	5/29/03 → 5/31/03

All Science Journal Classification (ASJC) codes

General Engineering

Cite this

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title = "Field assessment of curved steel bridge response under traffic and controlled loads",

abstract = "Field tests of curved steel bridge response under traffic and controlled loads, are presented. Data collected from the field tests are used to investigate a number of issues related to curved bridge behavior. Data from tests with the cross frames being removed and a static test, accompanied in the process, is used to investigate the influence of unbraced length on curved, composite I-girder response. The quasi-static and static states of the tests help to determine the accuracy of different level of analysis technique for prediction of curved bridge behavior.",

author = "Nevling, \{Deanna L.\} and Linzell, \{Daniel G.\} and Laman, \{Jeffrey A.\}",

year = "2003",

language = "English (US)",

pages = "1221--1222",

note = "2003 ASCE/SEI Structures Congress and Exposition: Engineering Smarter ; Conference date: 29-05-2003 Through 31-05-2003",

}

TY - CONF

T1 - Field assessment of curved steel bridge response under traffic and controlled loads

AU - Nevling, Deanna L.

AU - Linzell, Daniel G.

AU - Laman, Jeffrey A.

PY - 2003

Y1 - 2003

N2 - Field tests of curved steel bridge response under traffic and controlled loads, are presented. Data collected from the field tests are used to investigate a number of issues related to curved bridge behavior. Data from tests with the cross frames being removed and a static test, accompanied in the process, is used to investigate the influence of unbraced length on curved, composite I-girder response. The quasi-static and static states of the tests help to determine the accuracy of different level of analysis technique for prediction of curved bridge behavior.

AB - Field tests of curved steel bridge response under traffic and controlled loads, are presented. Data collected from the field tests are used to investigate a number of issues related to curved bridge behavior. Data from tests with the cross frames being removed and a static test, accompanied in the process, is used to investigate the influence of unbraced length on curved, composite I-girder response. The quasi-static and static states of the tests help to determine the accuracy of different level of analysis technique for prediction of curved bridge behavior.

UR - https://www.scopus.com/pages/publications/22344442725

UR - https://www.scopus.com/pages/publications/22344442725#tab=citedBy

M3 - Paper

AN - SCOPUS:22344442725

SP - 1221

EP - 1222

T2 - 2003 ASCE/SEI Structures Congress and Exposition: Engineering Smarter

Y2 - 29 May 2003 through 31 May 2003

ER -

Field assessment of curved steel bridge response under traffic and controlled loads

Abstract

Other

All Science Journal Classification (ASJC) codes

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