Građevinar, Vol. 53 No. 02., 2001.
Izvorni znanstveni članak
Girder bridge durability analysis based on dynamic and static indicators
Želimir Šimunić
Jure Radić
Ivana Mekjavić
Božidar Pavlović
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
Datum izdavanja:
12.3.2001.
Posjeta: 2.810 *