Zobrazeno 1 - 10
of 40
pro vyhledávání: '"A. 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:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 1, Pp 20-25 (2010)
The calculation of the strength of normal sections of eсcentrically loaded pipe-concrete elements should be used in the structures of high-rise buildings. Nonlinear deformation model of reinforced concrete for three-axis tensely - deformed condition
Externí odkaz:
https://doaj.org/article/26036f5e06c94b8180602b45b7271666
Autor:
A L Krishan
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 4, Pp 75-80 (2009)
THE CONCRETE-FILLED STEEL TUBE COLUMNS FOR HIGH-RISE BUILDINGS A.L. Krishan The concrete-filled steel tube columns should be used in the structures of hiqh-rise buildings. The experimental and theoretical researches of new structures of concrete-fil
Externí odkaz:
https://doaj.org/article/76f68f4df7a947da85bc6f10528155c1
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030852351
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::825f60011f5a469c453665e494cddee2
https://doi.org/10.1007/978-3-030-85236-8_26
https://doi.org/10.1007/978-3-030-85236-8_26
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:
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