Zobrazeno 1 - 10
of 18
pro vyhledávání: '"De Zhi Liang"'
Zhang, Yilei.
Thesis (Ph.D.)--Chinese University of Hong Kong, 2013.
Includes bibliographical references (leaves 160-174).
Electronic reproduction. Hong Kong : Chinese University of Hong Kong, [2012] System requirements: Adobe Acrobat
Thesis (Ph.D.)--Chinese University of Hong Kong, 2013.
Includes bibliographical references (leaves 160-174).
Electronic reproduction. Hong Kong : Chinese University of Hong Kong, [2012] System requirements: Adobe Acrobat
Externí odkaz:
http://library.cuhk.edu.hk/record=b5884450
http://repository.lib.cuhk.edu.hk/en/item/cuhk-327724
http://repository.lib.cuhk.edu.hk/en/item/cuhk-327724
Publikováno v:
Applied Mechanics and Materials. :944-948
The paper focuses on the value of the foundation’s rotation of the light steel portal-rigid frames which is caused by the upper uneven loads .It analyzes the effect of the rotation of the foundation on the internal force of the upper structure. It
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18ed9b6a5015bbdaf08feac0883a493e
https://doi.org/10.4028/www.scientific.net/amm.94-96.944
https://doi.org/10.4028/www.scientific.net/amm.94-96.944
Autor:
Xiao Juan Song, De Zhi Liang
Publikováno v:
Applied Mechanics and Materials. :3610-3614
Wind-induced dynamic responses of light-weight steel structures with gabled frames are significant because of their light weight, small stiffness and long natural period, according to Reference [1]. While the current "Technical specification for stee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3b4a1d8ef3b40475fedc72d5bcf2faa
https://doi.org/10.4028/www.scientific.net/amm.71-78.3610
https://doi.org/10.4028/www.scientific.net/amm.71-78.3610
Autor:
De Zhi Liang, Min Huang
Publikováno v:
Applied Mechanics and Materials. :3605-3609
In recent years, as the portal frame’s height toward higher and the span toward wider, the influence of wind vibration becomes more and more prominent among the portal frame structure. In the design of the portal frame, there are many different opi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a00c89f4e1b9386e8d286bdbb8104ce
https://doi.org/10.4028/www.scientific.net/amm.71-78.3605
https://doi.org/10.4028/www.scientific.net/amm.71-78.3605
Publikováno v:
Advanced Materials Research. :1253-1256
This paper investigates the influence of thermal stress on FBG embedded in GFRP bar by the finite element analysis and the calibration test. The temperature sensitivity coefficient of smart FBG-GFRP analyzed by FEM is 17.42 pm/°C, which is about 1.6
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51ae8cffea3ae909e20129bbcae80caf
https://doi.org/10.4028/www.scientific.net/amr.243-249.1253
https://doi.org/10.4028/www.scientific.net/amr.243-249.1253
Autor:
Yue Liu, De Zhi Liang
Publikováno v:
Advanced Materials Research. :1312-1315
In this paper, thermal stresses due to variation of air temperature , surrounding soil elastic constraint and other effects on the basement wall and floor. Though finite element method (FEM )elastic analysis, thermal stresses distribution on the wall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc3425a9dd37df9896fb6a759586c1da
https://doi.org/10.4028/www.scientific.net/amr.163-167.1312
https://doi.org/10.4028/www.scientific.net/amr.163-167.1312
Publikováno v:
Advanced Materials Research. :2653-2656
In this paper, FBG sensors are used to monitor and analyze the response of reinforced concrete frame-shear wall model in shaking table test in order to study the placement of sensors and the protection of the transmission lines. Based on the experime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca6f5667547f349e24d3af92755c1d41
https://doi.org/10.4028/www.scientific.net/amr.163-167.2653
https://doi.org/10.4028/www.scientific.net/amr.163-167.2653
Autor:
Yu Xin Song, De Zhi Liang
Publikováno v:
Advanced Materials Research. :1296-1299
The impact of temperature stress cannot be ignored in actual project. Single-frame shear wall structure of two-dimensional plane has been simplified in this paper. Fixed point of displacement under the influence of the temperature is determined in st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ed2568b8696c69c54f33b78734e03c2
https://doi.org/10.4028/www.scientific.net/amr.163-167.1296
https://doi.org/10.4028/www.scientific.net/amr.163-167.1296
Publikováno v:
Egyptian International Journal of Engineering Sciences & Technology (EIJEST); 2023, Vol. 41 Issue 3, p75-91, 17p
Publikováno v:
ZDM - Mathematics Education; Jun2022, Vol. 54 Issue 3, p625-637, 13p