@inproceedings{MTMT:2398193,
	title = {Merevítő rendszerek kritikus merevségének meghatározása részleges merevségű oszlop-gerenda kapcsolat esetén},
	url = {https://m2.mtmt.hu/api/publication/2398193},
	author = {Radnay, László and Iványi, Miklós},
	booktitle = {Műszaki tudomány az északkelet-magyarországi régióban 2013},
	unique-id = {2398193},
	year = {2013},
	pages = {389-396},
	orcid-numbers = {Radnay, László/0000-0002-5478-7107}
}

@book{MTMT:2286480,
	title = {Plastic design of steel structures},
	url = {https://m2.mtmt.hu/api/publication/2286480},
	isbn = {9789637298493},
	author = {Iványi M., Miklós and Iványi, Miklós},
	publisher = {Pollack Press},
	unique-id = {2286480},
	year = {2013}
}

@{MTMT:3109448,
	title = {Untersuchung der Biegedrillknicke der Kreuzprofilen},
	url = {https://m2.mtmt.hu/api/publication/3109448},
	author = {Noficzer, Eszter and Iványi, Miklós},
	booktitle = {Eight International PhD & DLA Symposium},
	unique-id = {3109448},
	year = {2012},
	pages = {113-113}
}

@{MTMT:3109444,
	title = {The effect of joints stiffness},
	url = {https://m2.mtmt.hu/api/publication/3109444},
	author = {Németh, Gábor and Iványi, Miklós},
	booktitle = {Eight International PhD & DLA Symposium},
	unique-id = {3109444},
	year = {2012},
	pages = {109-109}
}

@{MTMT:2512661,
	title = {The combinated effect of the rotational stiffness of joints and bracing on the critical force of columns},
	url = {https://m2.mtmt.hu/api/publication/2512661},
	author = {Radnay, László and Iványi, Miklós},
	booktitle = {Eight International PhD & DLA Symposium},
	unique-id = {2512661},
	year = {2012},
	pages = {124},
	orcid-numbers = {Radnay, László/0000-0002-5478-7107}
}

@article{MTMT:2286481,
	title = {Vasúti hidak sorsa az Al-Dunán},
	url = {https://m2.mtmt.hu/api/publication/2286481},
	author = {Iványi, Miklós and Iványi M., Miklós},
	journal-iso = {SÍNEK VILÁGA},
	journal = {SÍNEK VILÁGA},
	volume = {6},
	unique-id = {2286481},
	issn = {0139-3618},
	year = {2012},
	pages = {32-36}
}

@article{MTMT:2117357,
	title = {The effect of a concentrated retraction force on the complete displaced structure},
	url = {https://m2.mtmt.hu/api/publication/2117357},
	author = {Radnay, László and Iványi, Miklós},
	doi = {10.1556/Pollack.7.2012.S.11},
	journal-iso = {POLLACK PERIODICA},
	journal = {POLLACK PERIODICA: AN INTERNATIONAL JOURNAL FOR ENGINEERING AND INFORMATION SCIENCES},
	volume = {7},
	unique-id = {2117357},
	issn = {1788-1994},
	year = {2012},
	eissn = {1788-3911},
	pages = {119-128},
	orcid-numbers = {Radnay, László/0000-0002-5478-7107}
}

@article{MTMT:2106633,
	title = {Strengthening of steel structures using the stiffening effect of cladding},
	url = {https://m2.mtmt.hu/api/publication/2106633},
	author = {Radnay, László and Iványi, Miklós},
	doi = {10.1556/Pollack.7.2012.2.4},
	journal-iso = {POLLACK PERIODICA},
	journal = {POLLACK PERIODICA: AN INTERNATIONAL JOURNAL FOR ENGINEERING AND INFORMATION SCIENCES},
	volume = {7},
	unique-id = {2106633},
	issn = {1788-1994},
	abstract = {Increasing the stiffness of some frames of a structure and making the frames work together by using diaphragms is an alternative way of strengthening steel frameworks. The diaphragm effect of the cladding is well known, but due to the very sophisticated interaction among frames and the cladding, the theoretical solutions need experimental verification.The Laboratory of Structural Engineering, Technical University of Budapest carried out experimental investigations on full-scale simple elastic-plastic frames in 1976. As a part of it, the effect of cladding was studied. The goal of this paper is to compare the experimental results to the results calculated according to the stressed skin diaphragm design method. As the examined structural layouts were different, virtual structures were used to make the results comparable.},
	year = {2012},
	eissn = {1788-3911},
	pages = {47-58},
	orcid-numbers = {Radnay, László/0000-0002-5478-7107}
}

@article{MTMT:2087811,
	title = {A Periodical Loaded Dynamical System},
	url = {https://m2.mtmt.hu/api/publication/2087811},
	author = {Iványi, Miklósné and Iványi, Péter and Iványi M., Miklós and Iványi, Miklós},
	doi = {10.4028/www.scientific.net/MSF.721.301},
	journal-iso = {MATER SCI FORUM},
	journal = {MATERIALS SCIENCE FORUM},
	volume = {721},
	unique-id = {2087811},
	issn = {0255-5476},
	year = {2012},
	eissn = {1662-9752},
	pages = {301-306},
	orcid-numbers = {Iványi, Péter/0000-0002-1110-2614}
}

@article{MTMT:2084334,
	title = {Hysteresis in structural dynamics},
	url = {https://m2.mtmt.hu/api/publication/2084334},
	author = {Iványi, Miklósné and Iványi, Péter and Iványi M., Miklós and Iványi, Miklós},
	doi = {10.1016/j.physb.2011.06.086},
	journal-iso = {PHYSICA B},
	journal = {PHYSICA B-CONDENSED MATTER},
	volume = {407},
	unique-id = {2084334},
	issn = {0921-4526},
	abstract = {In this paper the Preisach hysteresis model is applied to determine the dynamic behavior of a steel column with mass on the top and loaded by an impulse force. The column is considered as a rigid element, while the fixed end of the column is modeled with a rotational spring of hysterestic characteristic. In the solution of the non-linear dynamical equation of motion the fix-point technique is inserted to the time marching iteration. In the investigation the non-linearity of the rotation spring is modeled with the Preisach hysteresis model. The variation of amplitude and the action time interval of force are changing. The results are plotted in figures. (c) 2011 Elsevier B.V. All rights reserved.},
	keywords = {MODEL; STRUCTURAL DYNAMICS; Preisach model; Fix-point technique; Non-linear dynamical equation},
	year = {2012},
	eissn = {1873-2135},
	pages = {1412-1414},
	orcid-numbers = {Iványi, Péter/0000-0002-1110-2614}
}