The basic criteria for assessing reliability and durability of ferrоconcrete road bridges are generalized. Recommendations for increasing reliability and durability of such bridges have been given.Обобщены основные критерии оценки надежности и долговечности железобетонных автодорожных мостов. Предложены рекомендации по повышению надежности и долговечности железобетонных автодорожных мостов.Узагальнені основні критерії оцінки надійності і довговічності залізобетонних автодорожніх мостів. Запропоновані рекомендації з підвищення надійності і довговічності залізобетонних автодорожніх мостів
The results of experimental studies of wall girders under live load are given in the paper. These st...
The article discusses the benefits of bridges construction made of fiberglass on the examples of a p...
The accuracy estimation for new experimental method of calculation for determine transverse placing ...
The article generalizes the basic criteria of estimating reliability of metal span structures of rai...
In the work the operating experience and methods of increasing the reliability and durability of ste...
The basic criteria of an estimation of reliability and durability of ferro-concrete road bridges are...
This paper presents an assessment and prediction of service life for reinforced concrete bridges. Th...
Peculiarities and advantages of bridge structure tests under slow moving load are pointed out. The c...
In the article the mathematical model describing the process of changing a limit of durability of th...
The article is dealt with а variant of usage of database technologies in the transport communicatio...
In the paper the industrial risk analysis during the bridge construction and operation is presented ...
對於跨河橋梁而言在各種造成橋梁發生破壞之原因中,國內外研究均指出沖刷現象為主要原因之一。而現有的橋梁設計規範中,尚未以載重型式針對沖刷效應進行適當設計考量,若考量多重災害之可靠度設計,應用載重抗力係數...
The refinement of estimation of operational state of the ferro-concrete bridge elements and the dire...
The issues of determination of level of no-failure operation and cost of maintenance of the equipmen...
The method of combinational profiles is used for refining the values of deformational and force fact...
The results of experimental studies of wall girders under live load are given in the paper. These st...
The article discusses the benefits of bridges construction made of fiberglass on the examples of a p...
The accuracy estimation for new experimental method of calculation for determine transverse placing ...
The article generalizes the basic criteria of estimating reliability of metal span structures of rai...
In the work the operating experience and methods of increasing the reliability and durability of ste...
The basic criteria of an estimation of reliability and durability of ferro-concrete road bridges are...
This paper presents an assessment and prediction of service life for reinforced concrete bridges. Th...
Peculiarities and advantages of bridge structure tests under slow moving load are pointed out. The c...
In the article the mathematical model describing the process of changing a limit of durability of th...
The article is dealt with а variant of usage of database technologies in the transport communicatio...
In the paper the industrial risk analysis during the bridge construction and operation is presented ...
對於跨河橋梁而言在各種造成橋梁發生破壞之原因中,國內外研究均指出沖刷現象為主要原因之一。而現有的橋梁設計規範中,尚未以載重型式針對沖刷效應進行適當設計考量,若考量多重災害之可靠度設計,應用載重抗力係數...
The refinement of estimation of operational state of the ferro-concrete bridge elements and the dire...
The issues of determination of level of no-failure operation and cost of maintenance of the equipmen...
The method of combinational profiles is used for refining the values of deformational and force fact...
The results of experimental studies of wall girders under live load are given in the paper. These st...
The article discusses the benefits of bridges construction made of fiberglass on the examples of a p...
The accuracy estimation for new experimental method of calculation for determine transverse placing ...