Most Marii Skłodowskiej-Curie w Warszawie składa się z trzech niezależnych od siebie konstrukcji nośnych, dwóch drogowych i jednej tramwajowej. Przedstawiono metody analizy teoretycznej oraz przebieg obciążenia próbnego i zakres pomiarów. Artykuł zilustrowano przykładowymi wynikami analizy obliczeniowej oraz pomiarów pod obciążeniem statycznym i dynamicznym.The new Maria Skłodowska-Curie bridge in Warsaw is composed of three separate and parallel structures: two road decks and one tram deck. Methods of theoretical analysis and load testing as well as the range of measurements were presented in the paper. Some examples of calculation and measurements results under static and dynamic load are given for illustration
AbstractThe paper presents the results of experimental research conducted on the newly constructed p...
A field load testing is an effective method for understanding the behavior and fundamental character...
This chapter presents principles and justification of diagnostic load tests of bridges as normally p...
W maju tego roku, w Lublinie oddano do użytku żelbetowy most łukowy o rozpiętości łuku 83,8 m i jest...
AbstractIn frame of the tramway network development in Budapest a new tramway line has been establis...
U ovom radu opisan je postupak ispitivanja mosta na autocesti probnim opterećenjem. Ispitivanje prob...
Zbadano możliwość porównywania wyników pomiarów wykonywanych różnym sprzętem przez cztery laboratori...
The role of bridge testing is to verify technical stage (condition) and safety of bridge. Technical ...
New bridges can be opened to traffic only after a subsequent load test. The minimal aim of these che...
U ovom diplomskom radu opisan je kompletan postupak ispitivanja cestovnog nadvožnjaka probnim optere...
The topic of this diploma thesis is an analysis of a process of deformation measure-ments performed ...
Przedstawiono przykłady i praktyczne aspekty badań diagnostycznych obciążenia w konstrukcji budynków...
A new railway bridge SO 5102 Parnik - Dlouha Trebova was built on the railway track Praha - Ceska Tr...
In this paper, the authors give an account of the results obtained by static and dynamic measurement...
The article presents acceptance load tests of a newly built extradosed MS-3 bridge located along the...
AbstractThe paper presents the results of experimental research conducted on the newly constructed p...
A field load testing is an effective method for understanding the behavior and fundamental character...
This chapter presents principles and justification of diagnostic load tests of bridges as normally p...
W maju tego roku, w Lublinie oddano do użytku żelbetowy most łukowy o rozpiętości łuku 83,8 m i jest...
AbstractIn frame of the tramway network development in Budapest a new tramway line has been establis...
U ovom radu opisan je postupak ispitivanja mosta na autocesti probnim opterećenjem. Ispitivanje prob...
Zbadano możliwość porównywania wyników pomiarów wykonywanych różnym sprzętem przez cztery laboratori...
The role of bridge testing is to verify technical stage (condition) and safety of bridge. Technical ...
New bridges can be opened to traffic only after a subsequent load test. The minimal aim of these che...
U ovom diplomskom radu opisan je kompletan postupak ispitivanja cestovnog nadvožnjaka probnim optere...
The topic of this diploma thesis is an analysis of a process of deformation measure-ments performed ...
Przedstawiono przykłady i praktyczne aspekty badań diagnostycznych obciążenia w konstrukcji budynków...
A new railway bridge SO 5102 Parnik - Dlouha Trebova was built on the railway track Praha - Ceska Tr...
In this paper, the authors give an account of the results obtained by static and dynamic measurement...
The article presents acceptance load tests of a newly built extradosed MS-3 bridge located along the...
AbstractThe paper presents the results of experimental research conducted on the newly constructed p...
A field load testing is an effective method for understanding the behavior and fundamental character...
This chapter presents principles and justification of diagnostic load tests of bridges as normally p...