Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2006.Includes bibliographical references (leaf 53).An extensive review and evaluation of the optimal models to asses the dynamic effects of moving vehicle on a bridge is performed. These models, with increasing grades of complexity, represent the best approximation of the problem under certain assumptions. Case studies are also performed with these models. In addition to the dynamic analyses, which allow evaluations of the problem and gives valuable hints on the optimal design of bridges subjected to moving vehicles, vibration control devices such Tuned Mass Dampers (TMD) and Multiple Tuned Mass Damper (MTMD) are presented. Results from di...
Road bridge designs are based on technical standards, which, to date, consider dynamic loading as eq...
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineerin...
This paper considers the effects of a tuned mass damper (TMD) on damaged bridge-accelerating quarter...
The record of span length for flexible bridges has been broken with the development of modern materi...
In order to understand the dynamic behavior of bridges under the passage of convoys of moving vehicl...
Vibration suppression of beams traversed by moving loads, using optimal Tuned-Mass-Damper (TMD) syst...
Differential settlement often occurs between the bridge abutment and the embankment soil. It causes ...
Master of ScienceDepartment of Civil EngineeringHani G. MelhemThe objective of this research is to u...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, ...
A vehicle-bridge tuned mass damper (TMD) coupled dynamic analysis and vibration-control model was es...
In the present work, the behavior of a combined bridge-vehicle system in which, the bridge is modele...
A vehicle-bridge tuned mass damper (TMD) coupled dynamic analysis and vibration-control model was es...
The dynamic analysis of a truss railroad bridge under a moving train is very complicated. The simpli...
Cover title."Supporting data" (146 unnumbered pages of diagrs. and tables bound in between p. 22 and...
The paper presents the results of dynamic analysis of the small-span railway bridge, subjected to an...
Road bridge designs are based on technical standards, which, to date, consider dynamic loading as eq...
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineerin...
This paper considers the effects of a tuned mass damper (TMD) on damaged bridge-accelerating quarter...
The record of span length for flexible bridges has been broken with the development of modern materi...
In order to understand the dynamic behavior of bridges under the passage of convoys of moving vehicl...
Vibration suppression of beams traversed by moving loads, using optimal Tuned-Mass-Damper (TMD) syst...
Differential settlement often occurs between the bridge abutment and the embankment soil. It causes ...
Master of ScienceDepartment of Civil EngineeringHani G. MelhemThe objective of this research is to u...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, ...
A vehicle-bridge tuned mass damper (TMD) coupled dynamic analysis and vibration-control model was es...
In the present work, the behavior of a combined bridge-vehicle system in which, the bridge is modele...
A vehicle-bridge tuned mass damper (TMD) coupled dynamic analysis and vibration-control model was es...
The dynamic analysis of a truss railroad bridge under a moving train is very complicated. The simpli...
Cover title."Supporting data" (146 unnumbered pages of diagrs. and tables bound in between p. 22 and...
The paper presents the results of dynamic analysis of the small-span railway bridge, subjected to an...
Road bridge designs are based on technical standards, which, to date, consider dynamic loading as eq...
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineerin...
This paper considers the effects of a tuned mass damper (TMD) on damaged bridge-accelerating quarter...