Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Ying-Sheng Ni"'
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 0, Iss 0, Pp 1-10 (2023)
In order to obtain the fatigue stiffness degradation law of in-service concrete T-beam and carry out fatigue life prediction, a dual-stage stiffness degradation model considering cracks was established for T-beams and formulas for calculating the fun
Externí odkaz:
https://doaj.org/article/27fef28ae8dc43a0a512897ccf736f50
Publikováno v:
Journal of Bridge Engineering. 27
Publikováno v:
Structural Engineering International. 28:71-80
A relatively new experimental-analytical method for determining the location separating the cracking and decompression moments of a prestressed concrete (PC) flexural member is proposed. This metho...
Autor:
Ying-sheng Ni, Dong Xu
Publikováno v:
Journal of Highway and Transportation Research and Development (English Edition). 9:45-54
The arch rib, tie beam, and rod of the tied arch are considered common forces. According to the characteristics of these forces, the calculation equation of the moment augment factor of the tied arch is derived. The equation is based on the energy va
Publikováno v:
Applied Mechanics and Materials. :1379-1395
After describing the diseases on hinge joints of the hollow plate and analyzing causes, eight reinforcement measures are put forward and introduced herein accordingly. By means of solid finite element analyzing method, the article conducts a contrast
Publikováno v:
Applied Mechanics and Materials. :2635-2639
For low price bidding method, how to detect the cost price has been the research difficulty and hot. Effective detection method of combination entropy decision and fuzzy risk evaluation was proposed.According to each construction unit’ project bidd
Autor:
Ying-sheng Ni, De-min Yao
Publikováno v:
Physics Letters A. 120:131-134
In the present paper the dynamics of the degenerate parametric amplifier is discussed both in the detuned case and in the resonant case. Squeezing and multiple squeezing are derived explicitly. Some transformations are also discussed.