Add to ORKGA new railway bridge SO 5102 Parnik - Dlouha Trebova was built on the railway track Praha - Ceska Trebova on the 250th km of the track section Usti nad Orlici - Ceska Trebova. Dynamic calculation of this bridge was done as the basis for the dynamic load test. The main aim of the dynamic calculation was determination of theoretical modal characteristics (natural frequencies and natural modes ) of the bridge.Available from STL Prague, CZ / NTK - National Technical LibrarySIGLECZCzech Republi
The report describes the procedure and results of the dynamic loading test carried out at a pair of ...
The aim of this thesis is to conduct static and dynamic computations for selected bridge in the Mora...
New modern bridges and older structures exposed to accelerated deterioration need permanent conditio...
Dynamic load test was performed on a new railway bridge SO 5102 Parnik -Dlouha Trebova. Two main aim...
The content of work is to determine modal characteristics of bridge construction over the Dyje river...
This paper deals with the comparison of results of dynamic test and numerical modelling of a road br...
The mining, steel and oil industry is currently investing considerable amounts in extraction and r...
This diploma thesis is focused on operational testing of selected railway lines with different struc...
The report contains results of the second dynamic test of the one-span bridge constructions with bea...
Modern regulations concerning railway bridges are based on the approach of structural dynamics, whic...
The report describes the procedure and results of the dynamic loading test carried out at footbridge...
U ovom radu bit će prikazana analiza Ribarevog mosta; pješačkog mosta u Zoološkom vrtu u Zagrebu. P...
Modern regulations concerning railway bridges are based on the approach of structural dynamics, whic...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
Diplomová práce se zabývá stanovením zatížitelnosti železničního mostu z atypických dodatečně předpj...
The report describes the procedure and results of the dynamic loading test carried out at a pair of ...
The aim of this thesis is to conduct static and dynamic computations for selected bridge in the Mora...
New modern bridges and older structures exposed to accelerated deterioration need permanent conditio...
Dynamic load test was performed on a new railway bridge SO 5102 Parnik -Dlouha Trebova. Two main aim...
The content of work is to determine modal characteristics of bridge construction over the Dyje river...
This paper deals with the comparison of results of dynamic test and numerical modelling of a road br...
The mining, steel and oil industry is currently investing considerable amounts in extraction and r...
This diploma thesis is focused on operational testing of selected railway lines with different struc...
The report contains results of the second dynamic test of the one-span bridge constructions with bea...
Modern regulations concerning railway bridges are based on the approach of structural dynamics, whic...
The report describes the procedure and results of the dynamic loading test carried out at footbridge...
U ovom radu bit će prikazana analiza Ribarevog mosta; pješačkog mosta u Zoološkom vrtu u Zagrebu. P...
Modern regulations concerning railway bridges are based on the approach of structural dynamics, whic...
Paper presents dynamic field test and analysis results of a three span railway steel continuous trus...
Diplomová práce se zabývá stanovením zatížitelnosti železničního mostu z atypických dodatečně předpj...
The report describes the procedure and results of the dynamic loading test carried out at a pair of ...
The aim of this thesis is to conduct static and dynamic computations for selected bridge in the Mora...
New modern bridges and older structures exposed to accelerated deterioration need permanent conditio...