The ultimate fatigue state of rc structures according to model code 2010

dc.contributor.author	Łapko, Andrzej
dc.contributor.author	Wasilczyk, Rafał
dc.date.accessioned	2024-01-16T10:38:05Z
dc.date.available	2024-01-16T10:38:05Z
dc.date.issued	2013
dc.description.abstract	The paper presents a review and discussion of CEB-FIP Model Code 2010 principles and rules of design proposed for the needs of verification of fatigue strength of RC structures, like concrete bridges, subjected to dynamic actions. It has been stressed that these rules are based on some different assumptions compared to Eurocode 2. The paper presents also an example of calculations performed to indicate the differences between the results of verification of the Ultimate Fatigue State according to the Model Code 2010, and the the Eurocode 2 and former Polish Codes. The differences are shown in relevant tables.	en
dc.identifier.isbn	9788361044390
dc.identifier.uri	https://hdl.handle.net/20.500.13044/1685
dc.language.iso	en
dc.publisher	Państwowa Szkoła Wyższa im. Papieża Jana Pawła II w Białej Podlaskiej
dc.subject	Ultimate Fatigue State	en
dc.subject	RC structures	en
dc.subject	Cyclic loads	en
dc.subject	Model Code 2010	en
dc.title	The ultimate fatigue state of rc structures according to model code 2010	en
dc.type	Book chapter

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