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Girder bridge durability analysis based on dynamic and static indicators

Želimir Šimunić
Jure Radić
Ivana Mekjavić
Božidar Pavlović


Puni tekst: hrvatski pdf 731 Kb

str. 61-74

preuzimanja: 1.635

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Sažetak

Authors present bearing capacity and usability of existing bridges of up to 50 m in span, and analyze their behavior under traffic load. Experimental and theoretical values of analyzed bridges of different cross sections and support systems, are compared. Advantages are analyzed and optimum systems with respect to durability are determined, and their behavior under seismic action is estimated. Guidelines for future improvements are given.

Ključne riječi

concrete bridges; girder bridges; static analysis; dynamic analysis; stress; deflections; modal forms; durability

Hrčak ID:

12214

URI

https://hrcak.srce.hr/12214

Datum izdavanja:

12.3.2001.

Podaci na drugim jezicima: hrvatski

Posjeta: 2.261 *