Zobrazeno 1 - 10
of 47
pro vyhledávání: '"N2-method"'
Publikováno v:
Građevinski Materijali i Konstrukcije, Vol 62, Iss 1, Pp 17-25 (2019)
Structures composed of different substructures and materials are a subject of great research and expert interest. It is the purpose of this research to develop an engineering approach for evaluation of seismic demands and to apply the methodology to
Externí odkaz:
https://doaj.org/article/1395e18282664e218d9e1505dd4f4f23
Autor:
Schwendner, Sascha
Zugleich: Dissertation, Universität Kassel, 2022
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::948b983d9ba320367da36e662c09d035
Autor:
Peterson, Viktor, Wang, Zihao
A large amount of low-rise unreinforced masonry structures (URM) can be found in Groningen, the Netherlands. More and more induced earthquakes with short duration have been detected in this region due to gas exploitation. Local unreinforced masonry (
Externí odkaz:
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-287758
Autor:
Peterson, Viktor, Zihao Wang
A large amount of low-rise unreinforced masonry structures (URM) can be found in Groningen, the Netherlands. More and more induced earthquakes with short duration have been detected in this region due to gas exploitation. Local unreinforced masonry (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::51c82e042e110efab547384afccaecc0
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-289386
http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-289386
If the seismic input is sufficiently strong to cause yielding in a structure, maximum displacements rather than maximum stresses represent the proper design criteria. It is usually assumed that elastic frame analysis gives a poor estimate of non-line
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=57a035e5b1ae::30270b7a8f7d456b15e65e299b5bf199
https://www.bib.irb.hr/13699
https://www.bib.irb.hr/13699
Autor:
Sigmund, Vladimir
The evaluation of MDOF, N2 and LINEAR method for drift estimates under earthquakes is performed. Ther usability for the evaluation of structural performance for: serviceability, soundness, ultimate limit state Under extreme earthquakes displacements
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::66fbd0e61b3bcfabf312c449d0b31149
https://www.bib.irb.hr/73519
https://www.bib.irb.hr/73519
Akademický článek
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Autor:
Pathak, R.1 raanapathak@rediffmail.com, Melani, A.1 amit_melani@hotmail.com, Khare, R. K.2 rakeshkhare@hotmail.com
Publikováno v:
IUP Journal of Structural Engineering. Apr2017, Vol. 10 Issue 2, p7-25. 19p.
This paper addresses seismic vulnerability assessment at urban scale. Particularly, it focuses on the differences in damage distribution obtained from the application of several simplified methods for displacement demand determination. The results ob
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eccdbe2afd79ebcb9907afcd5c76bd5b
https://infoscience.epfl.ch/record/260347
https://infoscience.epfl.ch/record/260347
Publikováno v:
Earthquakes & Structures. Dec2014, Vol. 7 Issue 6, p1171-1186. 16p.