Zobrazeno 1 - 10
of 76
pro vyhledávání: '"Avraham N. Dancygier"'
Publikováno v:
Buildings, Vol 13, Iss 9, p 2180 (2023)
This paper describes a work that examines a new solution to the problem that arises from the relatively high amount of transverse reinforcement required in HSC columns. It presents an alternative to common transverse steel reinforcement, a dual syste
Externí odkaz:
https://doaj.org/article/870e512db14c4454b460fb2a1f4fda4b
Publikováno v:
Structural Concrete. 24:1386-1401
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d05a8155fc1a29b2f77cd7b969cb72de
https://doi.org/10.1002/suco.202200095
https://doi.org/10.1002/suco.202200095
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031325182
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4db8fd26ba7308e2bf478de3c88364f9
https://doi.org/10.1007/978-3-031-32519-9_152
https://doi.org/10.1007/978-3-031-32519-9_152
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031325182
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25fb9997d41f49e9a6c2f64cffc03c50
https://doi.org/10.1007/978-3-031-32519-9_162
https://doi.org/10.1007/978-3-031-32519-9_162
Publikováno v:
Structural Concrete. 22:3026-3041
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22f3b3e07ffa880106b61a002a23b9c5
https://doi.org/10.1002/suco.202000642
https://doi.org/10.1002/suco.202000642
Publikováno v:
Structures. 26:105-127
Evaluation of the displacement and moment capacities of shear walls is an important part of their design. The aim of the study presented in this paper was to show how models and softwares, as commonly used by designers and researchers, can yield a va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1114174ee06628f6982a789d1dbba1f5
https://doi.org/10.1016/j.istruc.2020.03.059
https://doi.org/10.1016/j.istruc.2020.03.059
Autor:
Avraham N. Dancygier, Tom Eren
Publikováno v:
Structures. 25:696-707
This paper deals with the span-to-depth ratios (SDR) limitation, which is commonly offered as a simplified substitute for a detailed calculation of the deflection, as part of the service limit design verification. The study examines the European (EC2
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b86b7d81a66995c3c6e757f5d09e36cc
https://doi.org/10.1016/j.istruc.2020.03.035
https://doi.org/10.1016/j.istruc.2020.03.035
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Many existing old buildings constructed in Israel several decades ago are still in service and are likely to remain so for a relatively long time. Such buildings were commonly built using poor materials and construction practices. They include exteri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cc514b2f41c5820cd633de732bfd5e1
https://doi.org/10.1007/978-3-030-88166-5_130
https://doi.org/10.1007/978-3-030-88166-5_130
Publikováno v:
Practice Periodical on Structural Design and Construction. 26
This paper presents a formula for evaluating the temperature distribution in RC circular columns exposed to standard fire scenarios. Unlike the detailed solution to the heat transfer differ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e23717a57b12c1ea222bfbda1b0f5342
https://doi.org/10.1061/(asce)sc.1943-5576.0000611
https://doi.org/10.1061/(asce)sc.1943-5576.0000611
Publikováno v:
Materials, Vol 14, Iss 7310, p 7310 (2021)
Materials
Materials; Volume 14; Issue 23; Pages: 7310
Materials
Materials; Volume 14; Issue 23; Pages: 7310
Low-performance concrete (LPC) is characterized by its low strength and commonly by the presence of large aggregates. This type of concrete was used for construction of load carrying, commonly unreinforced walls in old buildings. The resistance of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6b594dfd813ae7667016b39d388c64fa
https://www.mdpi.com/1996-1944/14/23/7310
https://www.mdpi.com/1996-1944/14/23/7310