Comparison of internal efforts in elements of type trestle pier at the main and emergency load combination
Journal Title: Вісник Одеської державної академії будівництва та архітектури - Year 2017, Vol 1, Issue 67
Abstract
By design scheme of berthing facilities trestle of type investigation of structures bearing capacity at influence on it different combinations as the basic load and emergency, including a seismic action was carried out. During calculations results of internal forces and stresses in structures elements are obtained. Comparing them with less affected elements of the pier type trestle type get the data for further work. These results allowed to make the analysis and identify the most vulnerable elements of the pier. Based on these results it can be concluded that the type construction trestle piers erected by in the second half of the XX century, have the right to exist without significant design changes, for sufficiently quality of their survey and absence of significant damage or destruction, in terms of strengthening elements that are required to carry out in accordance with the SBC B.1.1-12:2014 Construction in seismic regions of Ukraine.
Authors and Affiliations
V. P. , Slobodyanuk, K. I. , Anisimov, O. V. , Adamov
Keywords
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