Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Fu Lai Qu"'
Publikováno v:
Applied Mechanics and Materials. :510-513
According to the mechanical analysis of reinforced concrete (RC) joint with special-shaped column, the formula of crack resistance considering the effect of flange length was derived on the basis of the elasticity theory, and the expressions for calc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6ed759fa54b1b55e94f3200289a3672
https://doi.org/10.4028/www.scientific.net/amm.438-439.510
https://doi.org/10.4028/www.scientific.net/amm.438-439.510
Publikováno v:
Applied Mechanics and Materials. :522-525
Axial compression ratios of L-shaped columns with different directions of neutral axis were calculated by numerical method. It can be found that the axial compression ratio reaches the minimum value when neutral axis is parallel to the section edge a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83bcb3ab6efdde32e771765f96069413
https://doi.org/10.4028/www.scientific.net/amm.438-439.522
https://doi.org/10.4028/www.scientific.net/amm.438-439.522
Publikováno v:
Advanced Materials Research. 742:76-79
On the requirement of evaluating the bearing capacity of corroded reinforced concrete lock-walls servicing on the Yellow River, the experimental study was conducted to investigate the loading behaviours of normal section of lock-walls, which consider
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb1ffcd5a60e8d1a180dabe54b5055ef
https://doi.org/10.4028/www.scientific.net/amr.742.76
https://doi.org/10.4028/www.scientific.net/amr.742.76
Publikováno v:
Advanced Materials Research. :1923-1927
Based on the experiment of eight reinforced concrete T-shaped columns under low cyclic load, the factors which affect bearing capacity and seismic behavior, such as limb length, axial load ratio, stirrup ratio and the arrangement of longitudinal bars
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4969a73472fb5cbab58d93835193e20e
https://doi.org/10.4028/www.scientific.net/amr.718-720.1923
https://doi.org/10.4028/www.scientific.net/amr.718-720.1923
Publikováno v:
Advanced Materials Research. :1803-1806
An experimental study was carried out to examine the non-uniform corrosion of plain steel bars in reinforced concrete beams partially placed in 5% sodium chloride solution under conditions of accelerated corrosion. 4 reinforced concrete beams with di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e5cf7b8b9e6170b772cb80b5415e65dc
https://doi.org/10.4028/www.scientific.net/amr.535-537.1803
https://doi.org/10.4028/www.scientific.net/amr.535-537.1803
Publikováno v:
Applied Mechanics and Materials. :644-647
A simple method based on the well-known sectional analysis approach is presented to trace the structural behavior of reinforced concrete (RC) shear walls exposed to fire. It is similar to the approaches described in the existing literature but it doe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7e0d4973b99f78406f40e7833b3afce
https://doi.org/10.4028/www.scientific.net/amm.101-102.644
https://doi.org/10.4028/www.scientific.net/amm.101-102.644
Publikováno v:
Applied Mechanics and Materials. :329-332
Reinforcement and concrete can work together to bear load in reinforced concrete structures, one of the main reasons is the relatively prefect bond between reinforcement and concrete. When steel reinforcement corrodes, the bond strength decreases and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c3f137e926c4a9535dbe5d9d1311c02
https://doi.org/10.4028/www.scientific.net/amm.101-102.329
https://doi.org/10.4028/www.scientific.net/amm.101-102.329
Publikováno v:
Advanced Materials Research. :752-755
Ten reinforce concrete (RC) shear walls were exposed to fire on one side. A time-temperature fire curve with a heating phase and decaying phase was used in order to simulate a natural fire. The effects of fire duration and load intensity are describe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7fefff2901c662954a2cb88b094f4f00
https://doi.org/10.4028/www.scientific.net/amr.243-249.752
https://doi.org/10.4028/www.scientific.net/amr.243-249.752
Publikováno v:
Applied Mechanics and Materials. :1167-1171
In order to study the seismic behavior of specially shaped reinforced concrete (RC) columns, thirteen specimens were tested under low amplitude cyclic load. The variables studied in this program included limb length, axial load ratio, angle of horzon
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac51e9c899e66b82c84558f3c7fc6587
https://doi.org/10.4028/www.scientific.net/amm.37-38.1167
https://doi.org/10.4028/www.scientific.net/amm.37-38.1167
Publikováno v:
Journal of Central South University of Technology. 17:1103-1108
The effects of fire exposure, reinforcement ratio and the presence of axial load under fire on the seismic behavior of reinforced concrete (RC) shear walls were investigated. Five RC shear walls were tested under low cyclic loading. Prior to the cycl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d2fcfeae34ebdfcbe982195d547ec45
https://doi.org/10.1007/s11771-010-0603-4
https://doi.org/10.1007/s11771-010-0603-4