Zobrazeno 1 - 10
of 2 400
pro vyhledávání: '"Ultimate bearing capacity"'
Autor:
Jibao YANG
Publikováno v:
Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 5, Pp 114-123 (2024)
There are many analysis methods to determine the ultimate bearing capacity of single pile by using the load-settlement curve obtained from the static load test, but so far, reasonable and theoretical calculation method to solve the ultimate bearing c
Externí odkaz:
https://doaj.org/article/cdabbb57c5a745b58569dfa9d543707e
Publikováno v:
Meikuang Anquan, Vol 55, Iss 7, Pp 161-168 (2024)
In order to reduce the damage of dynamic pressure impact to the support system and meet the needs of large deformation roadway, the bearing capacity model of anchor arch steel tray was constructed based on the spherical shell structure theory. The ca
Externí odkaz:
https://doaj.org/article/e8fcf992b8fb44bb94b5445675dffe12
Autor:
Pham Ngoc Quang, Pham Ngoc Vinh
Publikováno v:
Tạp chí Khoa học và Công nghệ, Pp 29-34 (2024)
This study widely investigated the applicability of the ultimate bearing capacity formula from the Architectural Institute of Japan (AIJ) while considering the effect of footing width. An in-house RPFEM program was developed using a non-linear shear
Externí odkaz:
https://doaj.org/article/7a04ba216edd4e7a92699383d2fbf3ca
Ultimate bearing capacity of strip footing resting on rock mass using adaptive finite element method
Autor:
Sagar Jaiswal, Vinay Bhushan Chauhan
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 36, Iss 4, Pp 235-248 (2024)
An essential requirement during the design of structures is a rational assessment of the ultimate bearing capacity of the footing resting on rock mass (qu). The qu is influenced by several parameters, and the simultaneous consideration of all such fa
Externí odkaz:
https://doaj.org/article/b88edc7dca9147e5aab38e107049570a
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03426- (2024)
This paper presents an experimental and theoretical study on the in-plane mechanical behavior of orthogonal ribbed beam floors made of poplar Laminated Veneer Lumber(LVL) and Oriented strand Board(OSB) panels. Eight full-scale specimens with plane di
Externí odkaz:
https://doaj.org/article/ee708213470340b788015a42ffed7b5e
Publikováno v:
Tạp chí Khoa học và Công nghệ, Pp 28-33 (2023)
The study extensively investigated the ultimate bearing capacity (UBC) of an eccentrically loaded foundation under two scenarios (horizontal sandy soil and sandy soil slope), utilizing the Rigid Plastic Finite Element Method (RPFEM). To precisely sim
Externí odkaz:
https://doaj.org/article/0af9fb398f46432db87b2e5737453796
Publikováno v:
Zhongguo Jianchuan Yanjiu, Vol 18, Iss 6, Pp 143-149 (2023)
ObjectiveIn order to determine the strength of the special deck structure of a cruise ship, this study investigates the ultimate bearing capacity of an unconventional stepped deck used in the layout of the cruise theater.MethodsBased on the quasi-sta
Externí odkaz:
https://doaj.org/article/1c93fedbf17f430c84c6f824b864b8c3
Publikováno v:
Buildings, Vol 14, Iss 9, p 2771 (2024)
This paper investigates the structural performance of novel steel-plate concrete containment structures, focusing on third-generation nuclear power plants. To address the challenges of increased complexities and costs associated with double-layer con
Externí odkaz:
https://doaj.org/article/88487531bb7b4277a6f6236324520eb2
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
Publikováno v:
Buildings, Vol 14, Iss 8, p 2313 (2024)
Thin-walled concrete-filled steel tubes are efficient and economical with promising applications in civil and light industrial buildings. However, their local buckling resistance and deformation capacity are low, which adversely affects the seismic s
Externí odkaz:
https://doaj.org/article/a10f4b6a0def441bae4608b196282505