Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Paolo Foraboschi"'
Autor:
Paolo Foraboschi
Renovation, restoration, remodeling, refurbishment, and retrofitting of build-ings often imply modifying the behavior of the structural system. Modification sometimes includes applying forces (i.e., concentrated loads) to beams that before were subje
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7b8e8b4bca36bd7c0db829c3650962df
Autor:
Paolo Foraboschi
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bcd734492dbdf22e42be4623ed791c3
https://doi.org/10.2139/ssrn.4216113
https://doi.org/10.2139/ssrn.4216113
Autor:
Paolo Foraboschi
Publikováno v:
Materials; Volume 16; Issue 7; Pages: 2608
This paper is devoted to the fastening system that consists of a number of anchors of approximately equal effective embedment depth, called “anchor group”, embedded into hardened concrete, used to transmit forces transverse to the anchors from an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c48d6a36e41169a7040f396adb158ae
https://doi.org/10.3390/ma16072608
https://doi.org/10.3390/ma16072608
Autor:
Paolo Foraboschi
Publikováno v:
Materials
Volume 13
Issue 8
Materials, Vol 13, Iss 1919, p 1919 (2020)
Volume 13
Issue 8
Materials, Vol 13, Iss 1919, p 1919 (2020)
Although the author is well aware that it is nothing special, presented here is the method that he uses to design the columns of a seismic resistant reinforced concrete structure, in hopes that this could be of use to someone. The method, which is di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::036db86d4801b63c390a3903b7a10ec3
Autor:
Paolo Foraboschi
This paper is devoted to quantitative safety assessment of steel beam-columns, and delivers a plain analytical formulation for predicting the ultimate combinations of axial force and bending moment, allowing for material and geometric non-linearities
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a94f10e4d5184f22d94553df51de5d41
http://hdl.handle.net/11578/281214
http://hdl.handle.net/11578/281214
Autor:
Paolo Foraboschi
Publikováno v:
Materials; Volume 15; Issue 6; Pages: 2328
Renovation, restoration, remodeling, refurbishment, and the retrofitting of buildings often imply applying forces (i.e., concentrated loads) to beams that before were subjected to distributed loads only. In the case of reinforced concrete structures,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f83741512358c6ef7ad730244ec7237e
https://doi.org/10.3390/ma15062328
https://doi.org/10.3390/ma15062328
Autor:
Paolo Foraboschi
Publikováno v:
Engineering Failure Analysis. 78:169-195
This paper demonstrates that Venetian architecture was the result of specifically conceived structural mechanics, novel failure analysis, and specially devised construction techniques, which allowed structural design to take full advantage of materia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ccc9644c55d16da5f911f9be1be1ab76
https://doi.org/10.1016/j.engfailanal.2017.03.004
https://doi.org/10.1016/j.engfailanal.2017.03.004
Autor:
Paolo Foraboschi
Publikováno v:
Materials
Volume 12
Issue 19
Materials, Vol 12, Iss 19, p 3085 (2019)
Volume 12
Issue 19
Materials, Vol 12, Iss 19, p 3085 (2019)
This paper investigates the ultimate flexural strength of reinforced concrete beams when affected by premature failure due to a rotational capacity of the first plastic hinge being consumed before the last plastic hinges reach their maximum possible
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d4aa0a5cfabd46354e3b3e82334706f9
Autor:
Paolo Foraboschi
Publikováno v:
Journal of Civil Engineering and Architecture. 13
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::808b631a6e92d4afec359aa17a55ac8d
https://doi.org/10.17265/1934-7359/2019.02.007
https://doi.org/10.17265/1934-7359/2019.02.007