Zobrazeno 1 - 10
of 1 230
pro vyhledávání: '"Slenderness ratio"'
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 17, Iss 2 (2024)
The conventional methods follow in designing piles adopt the assumption of saturated condition of soil depending on soil parameters at saturated condition while at most cases the whole piles or part of them lays in unsaturated soil zone, thus the est
Externí odkaz:
https://doaj.org/article/7ebed96e95384ac79704706db8514911
Autor:
Ilgın, Hüseyin Emre
Publikováno v:
International Journal of Building Pathology and Adaptation, 2022, Vol. 41, Issue 6, pp. 139-161.
Externí odkaz:
http://www.emeraldinsight.com/doi/10.1108/IJBPA-07-2022-0102
Publikováno v:
Buildings, Vol 14, Iss 9, p 2998 (2024)
Restricted by the existing construction technology, there are a lot of disconnections in the angle steel components of transmission towers. At present, there are more studies on single angle steel or cross bracing, but less on the main member contain
Externí odkaz:
https://doaj.org/article/84ea14e504dd4031a4661d67fdf59682
Autor:
Byeong-Uk Shin
Publikováno v:
Buildings, Vol 14, Iss 8, p 2397 (2024)
A Hanok is a representative wooden structure in Korea and is recognized for its environmentally friendly architecture. Since the 2010s, the demand for Hanoks has increased significantly, but new Hanoks tend to be built with only numerical changes to
Externí odkaz:
https://doaj.org/article/fda33a0b9ffa45e784407706eb9c2e65
Publikováno v:
Applied Sciences, Vol 14, Iss 12, p 5003 (2024)
This study of the strength and deformation of coal samples was triggered by the need to define the stress–strain characteristics of pillars during room and pillar mining in the shaft protective pillar at the ČSM Mine. It was probably the world’s
Externí odkaz:
https://doaj.org/article/9ad6288c97bc464987012da7e1f70a41
Autor:
Jiajing Xu, Songyang He, Xing Huang, Dagang Han, Xiangyun Liu, Jiubin Sun, Jing Wang, Lu Yao, Shaofeng Zhang
Publikováno v:
Buildings, Vol 14, Iss 6, p 1784 (2024)
This paper presents an evaluation of the bearing capacity of cross-bracing in steel transmission tower structures. Design guidelines (ASCE 10-15, BS EN 50341-1, GB 50017-2017, and DL/T 5486-2020) related to the buckling capacity of the cross-bracing
Externí odkaz:
https://doaj.org/article/ee4d9e4960474cef8f3c4cbe9c9d82bb
Publikováno v:
International Journal of Mining Science and Technology, Vol 33, Iss 8, Pp 977-990 (2023)
This paper aims to determine the load bearing capacity of pre-stressed expandable props with different geometries and load eccentricities for flexible support in underground mining or excavation. It is deduced that the expandable device could have mu
Externí odkaz:
https://doaj.org/article/be800107df954e1a87486398ae8a1355
Publikováno v:
Selected Scientific Papers: Journal of Civil Engineering, Vol 18, Iss 1 (2023)
This paper studies the influence of core diameters and slenderness ratio on the assessment of the actual compressive strength of concrete on reinforced-concrete elements. The experiment consists of the preparation of three reinforced concrete columns
Externí odkaz:
https://doaj.org/article/a45ec19787864271aa7062a712305f9b
Publikováno v:
南方能源建设, Vol 10, Iss 2, Pp 129-135 (2023)
[Introduction] This paper aims to effectively avoid the design quality problems caused by the difference between domestic and foreign engineering design specifications. The study makes comparative analysis of slenderness ratio of cross bracings for a
Externí odkaz:
https://doaj.org/article/80d66678520349a4b119d8b6ccf4fc36
Mechanical Behavior of Precast Circular Semi-Continuous CFST Columns under a Uniaxial Eccentric Load
Publikováno v:
Buildings, Vol 14, Iss 3, p 772 (2024)
For this study, we conducted a detailed examination and comprehensive comparative analysis of the structural responses and mechanical behavior of bolted sleeve connections in precast circular semi-continuous steel tubular concrete (PCSCFST) columns.
Externí odkaz:
https://doaj.org/article/59c2c955337c4d0fb09adf1e15984dcf