Řeřicha, P. - Search Results - The Institute of Theoretical and Applied Mechanics

guest :: login The Institute of Theoretical and Applied Mechanics
		Search		Submit		Personalize Your alerts Your baskets Your searches		Help

Home > Search Results: Řeřicha, P.

Search:

Search Tips :: Advanced Search

Search collections:

Sort by:	Display results:	Output format:

1.	Original version of the author's contribution as presented on CD, 222. : PDF Nonreversible phenomenon in mortar materials during their cyclic opening and closing cracks Posch, M. ; Řeřicha, P. The paper provides a support for the fatigue live function, describes behavior of mortar materials during cyclic opening and closing cracks based on laboratory examinatio [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, , page 738. : PDF THE COMPARISON OF THE NEW CTU METHOD FOR THE MASONRY BRIDGE LOAD CAPABILITY DETERMINATION AGAINST ACTUAL METHODS USED IN PRACTICE Posch, M. ; Kukaň, V. The article deals with the comparison of the new method for the masonry bridge load capability determination against the actual methods used in practice. Since the method [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, , page 158. : PDF TIME-DEPENDENT BEHAVIOR OF MASONRY SUBJECTED TO VARIABLE LOAD – EXPERIMENTAL STUDY Drahorád, M. ; Řeřicha, P. Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, . : PDF MODELING OF MASONRY ARCH BRIDGES- METHOD OF DETERMINATION OF LOAD CAPACITY OF MASONRY ARCH BRIDGES Posch, M. ; Drahorád, M. In our country and in the other parts of the world exists number of masonry bridges. Their limit loading capacity is not known today. It is very important to make simulat [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, . : PDF ESTIMATION OF MAXIMUM SERVICE LOADING OF ROADWAY MASONRY ARCH BRIDGES WITH EMBANKMENT Drahorád, M. ; Kukaň, V. This work is focused on development and verification of a "simple" and credible method for evaluation of maximum service loading of masonry arch bridges with embankment. [...] Detailed record - Similar records

Interested in being notified about new results for this query?
Set up a personal email alert or subscribe to the RSS feed.

Haven't found what you were looking for? Try your search on other servers:
Řeřicha, P. in Amazon Řeřicha, P. in CERN EDMS Řeřicha, P. in CERN Indico Řeřicha, P. in CERN Intranet Řeřicha, P. in CiteSeer Řeřicha, P. in Google Books Řeřicha, P. in Google Scholar Řeřicha, P. in Google Web Řeřicha, P. in IEC	Řeřicha, P. in IHS Řeřicha, P. in INSPEC Řeřicha, P. in INSPIRE Řeřicha, P. in ISO Řeřicha, P. in KISS Books/Journals Řeřicha, P. in KISS Preprints Řeřicha, P. in NEBIS Řeřicha, P. in SLAC Library Catalog Řeřicha, P. in Scirus

The Institute of Theoretical and Applied Mechanics :: :: :: ::
Powered by v1.1.3.1022-d8f569
Maintained by