@inproceedings{20120314689825 ,
language = {English},
copyright = {Compilation and indexing terms, Copyright 2023 Elsevier Inc.},
copyright = {Compendex},
title = {Behaviour of a low-rise concentrically braced frame building with and without dissipative pin connections},
journal = {Proceedings, Annual Conference - Canadian Society for Civil Engineering},
author = {Tirca, L. and Caprarelli, C. and Danila, N.},
volume = {2},
year = {2011},
pages = {1010 - 1019},
address = {Ottawa, ON, Canada},
abstract = {This paper presents the concept of elastic response of braced frame members equipped with dissipative brace-to-column connections. In this study the single-pin connection was chosen to transfer the axial force of the brace to the column. The computer simulation of this single-pin connection, incorporated in a one-storey X-braced frame, was carried out using the OpenSees software and the analytical results were validated against the experimental test results. In addition to the European loading protocol, ECCS, considered in the experimental test, the AISC protocol used in the North American practice was employed. A comparative study of a seismic response of one-storey concentrically braced frame structure with and without dissipative connections was investigated through computer modeling. The system was subjected to quasi-static loading only.<br/>},
key = {Software testing},
keywords = {Engineering geology;Structural frames;Tsunamis;Earthquake engineering;Geophysics;},
note = {Analytical results;Comparative studies;Computer modeling;Concentrically braced frames;Elastic response;Experimental test;Loading protocols;Quasi-static loading;},
}

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