|
|
|
|
|
Artem Marchenko, Rolands Kromanis and André G. Dorée
Temperature is the main driver of bridge response. It is continuously applied and may have complex distributions across the bridge. Daily temperature loads force bridges to undergo deformations that are larger than or equal to peak-to-peak traffic loads....
ver más
|
|
|
|
|
|
|
|
|
|
|
Kultigin Demirlioglu and Emrah Erduran
Bridges serve as vital engineering structures crafted to facilitate secure and effective transportation networks. Throughout their life-cycle, they withstand various factors, including diverse environmental conditions, natural hazards, and substantial lo...
ver más
|
|
|
|
|
|
|
|
|
|
|
Marame Brinissat, Richard Paul Ray and Rajmund Kuti
This paper presents the results of a recent field test carried out before the opening phases of the Szapáry motorway bridge across the Tisza River in central Hungary. The evaluation test was based on static and dynamic load tests that provided informatio...
ver más
|
|
|
|
|
|
|
|
|
|
|
Giacomo Buffarini, Paolo Clemente, Sonia Giovinazzi, Chiara Ormando, Maurizio Pollino and Vittorio Rosato
A procedure for assessing and monitoring the response of critical infrastructures when subjected to natural hazards is proposed in this paper, with a particular focus on bridges and viaducts, which are very peculiar and strategic assets of transport netw...
ver más
|
|
|
|
|
|
|
|
|
|
|
Filippo Landi, Francesca Marsili, Noemi Friedman and Pietro Croce
In civil and mechanical engineering, Bayesian inverse methods may serve to calibrate the uncertain input parameters of a structural model given the measurements of the outputs. Through such a Bayesian framework, a probabilistic description of parameters ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Hyojoon An, Jong-Han Lee and Soobong Shin
The recent increase in earthquake activities has highlighted the importance of predicting the seismic response of structures. Damage to civil infrastructure, particularly bridges, can cause considerable human and property losses. The seismic performance ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Denis Istrati and Ian Buckle
In response to the extensive damage of coastal bridges sustained in recent tsunamis, this paper describes an investigation into tsunami-induced effects on two common bridge types, an open-girder deck with cross-frames and one with solid diaphragms. To th...
ver más
|
|
|
|
|
|
|
|
|
|
|
Arturo González and Omar Mohammed
Research to date on Dynamic Amplification Factors (DAFs) caused by traffic loading, mostly focused on simply supported bridges, is extended here to multiple-span continuous bridges. Emphasis is placed upon assessing the DAF of hogging bending moments, wh...
ver más
|
|
|
|
|
|
|
|
|
|
|
Edgar Muñoz, Federico Núñez, Jorge Rodríguez, Alfonso Ramos, Camilo Otálora
Pág. Page 125 - 144
In this document, seismic vulnerability and load carrying capacity analyses are presented for a bridge in Colombia after monitoring by means of reliability of structures. Results of this work are part of a new methodology to evaluate existing bridges car...
ver más
|
|
|
|
|
|