Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Kai-zhong Xie"'
Publikováno v:
Science of Advanced Materials. 10:1608-1614
With the gradual decrease in natural sand resources and rising prices, the transportation of building materials in mountainous areas is difficult. Hence, studying the mechanics and the impermeability of manufactured sand to address infrastructure con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::826c59491c6b3ea82b5c9edc02087af0
https://doi.org/10.1166/sam.2018.3386
https://doi.org/10.1166/sam.2018.3386
Publikováno v:
Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction ISBN: 9789811300165
Karst is a common geological condition in engineering construction. In order to study the influence of karst cave and boundary condition on the analysis of free field ground motion in karst area, viscoelastic artificial boundary was studied in free f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70d105069c720077ce917d9899b8cb3a
https://doi.org/10.1007/978-981-13-0017-2_20
https://doi.org/10.1007/978-981-13-0017-2_20
Publikováno v:
Applied Mechanics and Materials. :1453-1459
Reinforced concrete rib arch bridge is widely used in southwest of china, therefore, it is practically significant to assess the seismic performance of this kind of bridge. In this paper, a deck-type double ribs arch bridge which has eleven large con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2437ed9575916ae44e00411683394b4b
https://doi.org/10.4028/www.scientific.net/amm.501-504.1453
https://doi.org/10.4028/www.scientific.net/amm.501-504.1453
Publikováno v:
Applied Mechanics and Materials. :794-798
The problem of highway tunnel disease is more and more serious, however, the assessment of health condition for highway tunnel is lack of effective methods. In order to build the health diagnosis system for the highway tunnel, the index and weight sy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a011000e7601d5944ca9706e378b7a8f
https://doi.org/10.4028/www.scientific.net/amm.303-306.794
https://doi.org/10.4028/www.scientific.net/amm.303-306.794
Publikováno v:
Advanced Materials Research. :377-382
Based on strength and ductility, the seismic capabilities of the chords of arch ribs, web members, horizontal integrations, suspenders and beams of suspenders of concrete filled steel tube (CFST) arch bridges are studied, then the seismic capability
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ff221b0fff8ff6c4f43482879ad46ac
https://doi.org/10.4028/www.scientific.net/amr.268-270.377
https://doi.org/10.4028/www.scientific.net/amr.268-270.377
Publikováno v:
Advanced Materials Research. :1431-1435
Collapse-mechanism analysis can simulate that bridges enter strong elasto-plastic and large displacement response and collapses phase, so that it is very important for the seismic design of bridges. In this paper, a damage model of reinforced concret
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c10e1a1461223a403ff4ebb90fe05b1e
https://doi.org/10.4028/www.scientific.net/amr.219-220.1431
https://doi.org/10.4028/www.scientific.net/amr.219-220.1431
Publikováno v:
2011 International Conference on Remote Sensing, Environment and Transportation Engineering.
In order to study the soil-foundation-structure interaction of concrete filled steel tube(CFST) arch bridges, the theory of substructure is introduced and the substructure-finite element method is adopted. Taking the Nanning Yonghe Bridge for example
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::194440044af4894aad8de7261a82afbd
https://doi.org/10.1109/rsete.2011.5965327
https://doi.org/10.1109/rsete.2011.5965327
Publikováno v:
2011 International Conference on Electric Technology and Civil Engineering (ICETCE).
The seismic capability of concrete filled steel tube (CFST) arch bridge is determined by the arch ribs. In this paper, the seismic capacity of arch ribs is evaluated by using the method based on the strength and ductility. First, the internal forces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa3580b2fcd5847cbb33a192acee1694
https://doi.org/10.1109/icetce.2011.5776448
https://doi.org/10.1109/icetce.2011.5776448
Publikováno v:
2011 International Conference on Electric Technology and Civil Engineering (ICETCE).
Base on the model of dam-foundation dynamic interaction, this paper studied the effect of reservoir on the seismic behavior of concrete arch dam. Three dynamic interaction models were built with the software of ANSYS by means of finite element method
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98ba4a0950f537f1decf689767461000
https://doi.org/10.1109/icetce.2011.5774645
https://doi.org/10.1109/icetce.2011.5774645
Publikováno v:
FSKD
A new approach of structural safety assessment for an existing rigid-frame arch bridge, constructed from multivariate and multi-layer analytic model. The assessment model of structural safety of existing rigid-frame arch bridges on the basis of techn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccb6102f1cb7d12c3800653bc6555fd9
https://doi.org/10.1109/fskd.2010.5569092
https://doi.org/10.1109/fskd.2010.5569092