Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Dabin Yang"'
Publikováno v:
Shock and Vibration, Vol 2020 (2020)
Seismic damage of spatial structures of rectangular plan with RC substructures was observed in several earthquakes, especially in the RC substructures. In order to reduce the seismic damage potential, a new structural configuration of spatial structu
Externí odkaz:
https://doaj.org/article/2f9529162f024ce6bc8ac40037742103
Publikováno v:
Journal of Civil Structural Health Monitoring. 12:517-536
Publikováno v:
Journal of the International Association for Shell and Spatial Structures.
The inner concave cable-arch structures with V-shape web struts were classified, and single-tensioning construction method and multiple-tensioning construction method for continuous cable-arch structures were described. The optimization of pretension
Publikováno v:
Journal of Computational Design & Engineering; Aug2023, Vol. 10 Issue 4, p1531-1546, 16p
Publikováno v:
Shock and Vibration, Vol 2020 (2020)
Seismic damage of spatial structures of rectangular plan with RC substructures was observed in several earthquakes, especially in the RC substructures. In order to reduce the seismic damage potential, a new structural configuration of spatial structu
The insufficient tightening due to workmanship and bolt loosen during the life cycle of spatial structures are common safety hazards in the installation process and the use stage of spatial structures. To tackle these problems, in this paper, a new t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8ca6162d26f8c7d5a40c1e610d7bc9c6
Publikováno v:
Thin-Walled Structures. 124:458-467
Seismic response and failure mechanism of single-layer latticed domes with steel columns and braces as substructures are studied using incremental dynamic analysis in the paper. The member models considering cyclic buckling and low cycle fatigue of s
Publikováno v:
Advances in Structural Engineering. 20:1325-1339
In this article, a new retrofit method that the frame column is strengthened by asymmetric increased single lateral concrete section is proposed. The new added section could be ordinary reinforced concrete, bonded prestressed concrete, or unbonded pr
Publikováno v:
Journal of Constructional Steel Research. 114:237-246
As an effective structural system, the cable-stiffened single-layer latticed shell of quadrangular meshes have been extensively studied and used in many projects. This paper proposes the cable-stiffened single-layer latticed shell of hexagonal meshes
Publikováno v:
Advances in Structural Engineering; Sep2017, Vol. 20 Issue 9, p1325-1339, 15p