Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Xin Liang Jiang"'
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
This paper conducts a parametric study on the seismic response of multistorey bidirectional eccentric structures from elastic stage to inelastic stage. Based on a simplified multistorey bidirectional eccentric model composed of bidirectional lateral
Externí odkaz:
https://doaj.org/article/f300c63b67f549d5b8b115151c5d8eb8
Publikováno v:
Journal of Iron and Steel Research International. 28:1315-1328
The thermal deformation behaviors of the as-cast and wrought modified IN617 nickel-based heat-resistant alloys at different temperatures (1000–1180 °C) and strain rates (0.01–1 s−1) were studied. The constitutive equation was established to de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc8f6302001ebe5d27995101a47f2dfe
https://doi.org/10.1007/s42243-021-00618-x
https://doi.org/10.1007/s42243-021-00618-x
Publikováno v:
Journal of Vibroengineering, Vol 18, Iss 5, Pp 3010-3036 (2016)
This paper presents a parametric study on the lateral-torsional coupling behaviours of soil-multistorey bidirectional eccentric structure interaction system from elastic stage to nonlinear inelastic stage. A simplified bidirectional eccentric multist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6c83309908d972a69157d3efcba39af2
https://www.jvejournals.com/article/16866
https://www.jvejournals.com/article/16866
Publikováno v:
Advanced Materials Research. :459-463
Spare inventory optimization is one of the important problems for a maintenance facility to repair equipment in a high efficiency and low cost manner. In this paper, a model is developed to solve the problem of spare parts decision for complex system
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6184c6e45c2c9b0b3c045f3609c1fec
https://doi.org/10.4028/www.scientific.net/amr.1006-1007.459
https://doi.org/10.4028/www.scientific.net/amr.1006-1007.459
Publikováno v:
Applied Mechanics and Materials. :2097-2100
Structure would be in different extent of translational-torsional coupling due to the inconsistent of mass center and stiffness center which caused by the irregularity of floor mass and stiffness distribution. At present, the research on seismic resp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d039964e9a24cad01d4baf3762c9d1a1
https://doi.org/10.4028/www.scientific.net/amm.353-356.2097
https://doi.org/10.4028/www.scientific.net/amm.353-356.2097
Autor:
Xin Liu Wu, Xin Liang Jiang
Publikováno v:
Applied Mechanics and Materials. :2142-2147
A shaking table test of large-scale pile-soil-complex structure interaction is accomplished on the transport hub of Tianjin station, and some reliable testing data of soil-structure dynamic interaction laws are acquired. ANSYS is used to simulate the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::171e6823a07184b1804ae0a72d83b086
https://doi.org/10.4028/www.scientific.net/amm.256-259.2142
https://doi.org/10.4028/www.scientific.net/amm.256-259.2142
Autor:
Yue Li, Xin Liang Jiang
Publikováno v:
Applied Mechanics and Materials. :2106-2110
An analytical approach based on branch mode method is formulated in this paper to study the dynamic response of eccentric structure considering soil-structure interaction The superstructure branch and foundation soil branch are coupled through mode a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::844ae91c5a9c43ef94db2aa8fc4a4835
https://doi.org/10.4028/www.scientific.net/amm.256-259.2106
https://doi.org/10.4028/www.scientific.net/amm.256-259.2106
Publikováno v:
Advanced Materials Research. :56-60
According to hot research of subsidence time function at home and abroad in recent years that there are commonness of less parameters and difficult to extended reflecting surface subsidence characteristics in the dynamic process, the surface subsiden
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9cb2f7078890a4ff5f3ef43f64583aaa
https://doi.org/10.4028/www.scientific.net/amr.594-597.56
https://doi.org/10.4028/www.scientific.net/amr.594-597.56
Publikováno v:
Applied Mechanics and Materials. :2569-2575
Based on the soil-structure interaction theory and finite element method, this paper analysis the seismic response of pile-soil interaction system in super high-rise building. This paper established a structure- pile-soil finite element mole of a sup
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a160d188c828a54c52dd3018e66f0e92
https://doi.org/10.4028/www.scientific.net/amm.204-208.2569
https://doi.org/10.4028/www.scientific.net/amm.204-208.2569
Publikováno v:
Applied Mechanics and Materials. :890-895
The simplified calculating model for fiber plasterboards filled with concrete core columns with different spacings was established. The method for calculating the moment-curvature relationship of concrete core column and the force-displacement skelet
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cef9cd784d7a3e0a55bddcd348e0c921
https://doi.org/10.4028/www.scientific.net/amm.166-169.890
https://doi.org/10.4028/www.scientific.net/amm.166-169.890