Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Anatoly L. Krishan"'
Publikováno v:
Academia: Архитектура и строительство, Iss 3 (2018)
The problem of determining the strength of a short centrally compressed concrete-filled steel tube element of annular cross-section is considered. The corresponding calculation procedure is proposed. The procedure is based on the theoretical position
Externí odkaz:
https://doaj.org/article/429b0617483d476fbbbf5ccad3e948bc
Publikováno v:
Key Engineering Materials. 887:460-465
Presented here are the results of assessing the effect of elevated temperature on the strength characteristics of reinforced concrete structures during operation. Described here are the features of the technical inspection of structures subjected to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c68b016b8df00eb1e5aeae5fc5cf8c2
https://doi.org/10.4028/www.scientific.net/kem.887.460
https://doi.org/10.4028/www.scientific.net/kem.887.460
Publikováno v:
Key Engineering Materials. 792:160-165
This work is dedicated to an experimental research of strength and resistance characteristics of axially loaded concrete filled steel tube elements of self-stressing concrete, including high-performance concrete. Labcrete specimens of circular sectio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2011502bb5205ce23e6096ca1b16bd8
https://doi.org/10.4028/www.scientific.net/kem.792.160
https://doi.org/10.4028/www.scientific.net/kem.792.160
Publikováno v:
VIII International Scientific Siberian Transport Forum ISBN: 9783030379186
The purpose of this article is to study the effect of the compressing force eccentricity on the strength of compressed concrete filled steel tube elements of circular section, produced from high-strength concrete. The behavior of short laboratory sam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d894c0a4da7e23752267fde6d1c28a3b
https://doi.org/10.1007/978-3-030-37919-3_56
https://doi.org/10.1007/978-3-030-37919-3_56
Publikováno v:
Academia: Архитектура и строительство, Iss 3 (2018)
The problem of determining the strength of a short centrally compressed concrete-filled steel tube element of annular cross-section is considered. The corresponding calculation procedure is proposed. The procedure is based on the theoretical position
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5c7f89f1b328c3562314a9fe95b0e73b
https://doi.org/10.22337/2077-9038-2018-3-144-148
https://doi.org/10.22337/2077-9038-2018-3-144-148
Publikováno v:
Applied Mechanics and Materials. 878:126-131
New approach to creating deformation charts for concrete core and steel shell of round CFST columns is offered. For creating such charts the power resistance of short central the compressed concrete filled steel tube element is considered. At the sam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61691c153f3f63e257ff36c351ee3273
https://doi.org/10.4028/www.scientific.net/amm.878.126
https://doi.org/10.4028/www.scientific.net/amm.878.126
Publikováno v:
IFAC-PapersOnLine. 51:400-404
The objective of the present work is improving compressed concrete filled steel tube elements of square section by means of helical reinforcement of a concrete core. Conducted experimental studies of centrically and eccentrically compressed laborator
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f33484a42cdff04577414e3e970a9603
https://doi.org/10.1016/j.ifacol.2018.11.340
https://doi.org/10.1016/j.ifacol.2018.11.340
Publikováno v:
IFAC-PapersOnLine. 51:150-154
The purpose of the research is the development of a theoretical basis for evaluating the strength resistance of short concrete-filled steel tubular column (CSТC). A solution of this issue is accompanied by certain difficulties due to the necessity t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0072e128466aa72f2c9b27c1457a30e7
https://doi.org/10.1016/j.ifacol.2018.11.265
https://doi.org/10.1016/j.ifacol.2018.11.265
Publikováno v:
Defect and Diffusion Forum. 382:261-266
The article describes the accounting technique for concrete pressing and raised concrete deformation properties effect when calculating the bearing capacity of the pre-compressed concrete filled steel tube columns. Reliability of the received formula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0502abb3d6d69522cb94edfde6fbf90a
https://doi.org/10.4028/www.scientific.net/ddf.382.261
https://doi.org/10.4028/www.scientific.net/ddf.382.261
Publikováno v:
MATEC Web of Conferences, Vol 278, p 03002 (2019)
The advantages of short concrete filled steel tube columns with a precompressed concrete core are presented in the article. Particular cases, where such compression is most appropriate, are listed. Taking into consideration the structural features of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a07ca41ecd74555ed27e0e94f089dc06
https://www.matec-conferences.org/articles/matecconf/pdf/2019/27/matecconf_icbmm2018_03002.pdf
https://www.matec-conferences.org/articles/matecconf/pdf/2019/27/matecconf_icbmm2018_03002.pdf