Zobrazeno 1 - 10
of 498
pro vyhledávání: '"LIRA-SAPR"'
Publikováno v:
E3S Web of Conferences, Vol 402, p 07021 (2023)
This article presents the results of evaluating the seismic resistance of high-rise buildings on real records of the accelogram and on regulatory documents using the LIRA-SAPR SP. The maximum and minimum values of bending moments, longitudinal forces
Externí odkaz:
https://doaj.org/article/518de8736b3146dc9e8a4b6e1a3588bb
Publikováno v:
Civil and Environmental Engineering, Vol 16, Iss 1, Pp 63-70 (2020)
The purpose of this paper is to justify that it is necessary to take account of physical and mechanical properties of soil and different materials of erected structure for damping vibrations in dynamic loads; to suggest tools for modelling the dampin
Externí odkaz:
https://doaj.org/article/278e71e7100349fd96564c44134c5296
Publikováno v:
E3S Web of Conferences, Vol 413, p 05005 (2023)
The paper considers verification of calculation of split I-beams with two symmetry axes on the general Eulerian stability at transverse bending in the plane of maximum stiffness in the software package (PC) LIRA-SAD. Calculations for various loads ar
Externí odkaz:
https://doaj.org/article/dac345705a4548b1a687169c094d39b2
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 13, Iss 1 (2017)
This paper provides detailed suggestions for process of modeling the structural reinforcement by composite materials on the software package "LIRA-SAPR". It provides the implementation of bearing capacity checks for reinforced elements on the program
Externí odkaz:
https://doaj.org/article/7e54492a00b24b93aee4933bec6e27fb
Conference
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Autor:
Hiệp Đồng Nguyễn
Publikováno v:
Vietnam Institute for Building Science and Technology. 2022:3-10
The horizontal load greatly affects the horizontal displacement of the top of the reinforced concrete frame, especially for the frame with small stiffness. In high-rise buildings, it is necessary to check whether the horizontal displacement of the to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f308ecf5ca11ff645bfa51948f01e956
https://doi.org/10.59382/j-ibst.2022.vi.vol4-1
https://doi.org/10.59382/j-ibst.2022.vi.vol4-1
Publikováno v:
Ukrainian Journal of Civil Engineering and Architecture. :7-14
This paper presents the results of inspection and assessment of the bearing capacity of damaged reinforced concrete beams of a multi-storey garage. Bending process of normal cross-sections of damaged beams was modeled using a nonlinear deformation mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1eb42892e952ea7067c9f40e4a4c1ca3
https://doi.org/10.30838/j.bpsacea.2312.220222.7.827
https://doi.org/10.30838/j.bpsacea.2312.220222.7.827
Publikováno v:
Strength of Materials and Theory of Structures. :189-202
In this article, the authors conducted a study of the stress-strain and temperature state of the steel frame of the building.Verification analysis of steel section for fire resistance in the homeland software package is carried out.The obtained resul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd47fa9541d581a71916180a29d9013b
https://doi.org/10.32347/2410-2547.2022.108.189-202
https://doi.org/10.32347/2410-2547.2022.108.189-202
Publikováno v:
Ukrainian Journal of Civil Engineering and Architecture. :41-49
Problem statement. The problem of realization of the calculation method of normal cross-sections strength of reinforced concrete constructions under flat bending, which is established in the current building codes of Ukraine, is considered. The main
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c23a1340ce670d00223a7fc37c74840
https://doi.org/10.30838/j.bpsacea.2312.261021.41.799
https://doi.org/10.30838/j.bpsacea.2312.261021.41.799
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 14, Iss 4 (2018)
The paper deals with technique of simulation for buildings at maintenance stage with account of changes in structural model during reconstruction. The authours suggest algorithm for linear and nonlinear analysis of structures in LIRA-SAPR program wit
Externí odkaz:
https://doaj.org/article/31d5f07d08a44856ac16c601ef4598c8