DSpace Collection:
https://hdl.handle.net/10216/73061
2024-03-28T13:36:09ZMenção do livro Vanguarda e Hibridismo na Arte Portuguesa do Século XX: de 1968 a 1974 e as décadas anteriores», Leiria, 2012, Textiverso editora em Mastrogregory, M. (Ed.), 2017, International Bibliography of Historical Sciences - 2012, De Gruyter, Munich
https://hdl.handle.net/10216/157475
Title: Menção do livro Vanguarda e Hibridismo na Arte Portuguesa do Século XX: de 1968 a 1974 e as décadas anteriores», Leiria, 2012, Textiverso editora em Mastrogregory, M. (Ed.), 2017, International Bibliography of Historical Sciences - 2012, De Gruyter, Munich2017-01-01T00:00:00ZTowards A Conceptual Framework of Drawing: Review of Seymour Simmons III, The Value of Drawing Instruction in the Visual Arts and Across Curricula Historical and Philosophical Arguments for Drawing in the Digital Age, New York, NY: Routledge, 2021
https://hdl.handle.net/10216/146416
Title: Towards A Conceptual Framework of Drawing: Review of Seymour Simmons III, The Value of Drawing Instruction in the Visual Arts and Across Curricula Historical and Philosophical Arguments for Drawing in the Digital Age, New York, NY: Routledge, 20212023-01-01T00:00:00ZJACK. Journal on Architecture and Cinema #2
https://hdl.handle.net/10216/146018
Title: JACK. Journal on Architecture and Cinema #22018-01-01T00:00:00ZThe City Plays Itself_Cinema and the City
https://hdl.handle.net/10216/146008
Title: The City Plays Itself_Cinema and the City2018-01-01T00:00:00ZJACK. Journal on Architecture and Cinema #1
https://hdl.handle.net/10216/146002
Title: JACK. Journal on Architecture and Cinema #12013-01-01T00:00:00ZNumerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars
https://hdl.handle.net/10216/94472
Title: Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars
Abstract: The bond-slip mechanism is one of the features that significantly controls the response as well as damage evolution of reinforced concrete structures when subjected to severe cyclic loadings, such as those induced by earthquakes. Its effect is particularly important in structures built with plain reinforcing bars. For a rigorous simulation of the response of existing RC structures, built mainly with plain bars, the bond-slip mechanism should be considered. However, the majority of the available concrete-steel bond numerical models were developed and calibrated for elements with deformed reinforcing bars. Moreover, the available experimental data on the cyclic behaviour of RC elements built with plain bars is still limited. In this framework, the objective of the present paper is to calibrate a numerical model based on results of a cyclic test performed on a two-span RC beam built with plain bars, which was collected from an existing structure. The numerical modelling was carried out with the nonlinear OpenSees software platform. Particular awareness was devoted to the bond-slip mechanism. The numerical results obtained with the calibrated nonlinear model are presented and compared with the experimental results. The consideration of the bond-slip effect in the numerical model was fundamental to achieve a good agreement between the numerical simulation and the test results.2011-01-01T00:00:00Z