Experimental study of a novel multi-hazard resistant prefabricated concrete frame structure

2019 ◽  
Vol 119 ◽  
pp. 390-407 ◽  
Author(s):  
Kaiqi Lin ◽  
Xinzheng Lu ◽  
Yi Li ◽  
Hong Guan
Keyword(s):  
Experimental Study ◽  
Frame Structure ◽  
Concrete Frame

Experimental Study on the Influence of Slab’s Reinforcement on Seismic Bearing Capacity of Beam’s Cross-Section in Cast-In Situ Frame Structure

2013 ◽  
Vol 353-356 ◽  
pp. 1986-1989
Author(s):  
Jin Shi Guo ◽  
Xin Ying Xie
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Cross Section ◽  
Engineering Application ◽  
Frame Structure ◽  
Reinforced Concrete Frame ◽  
Concrete Frame ◽  
Frame Work ◽  
Seismic Bearing Capacity

“strong beam and weak column”is the main failure states of reinforced concrete frame structure in the earthquake．This paper is the experimental study of the influence on the virtual cross-section bearing capacity on extremity of frame beam in reinforced concrete，which is affected by some element，such as slab reinforcement，the rigidity of orthogonal beam and so on．Exploring the mechanism of slab and frame work together to determine the width of effective flange，which provides references for structural design and engineering application．

Experimental study of a three-storey concrete frame structure with smooth bars under cyclic lateral loading

2020 ◽  
Vol 18 (13) ◽  
pp. 5859-5884 ◽  
Author(s):  
X. Palios ◽  
E. Strepelias ◽  
N. Stathas ◽  
M. N. Fardis ◽  
S. Bousias ◽  
...  
Keyword(s):  
Experimental Study ◽  
Lateral Loading ◽  
Frame Structure ◽  
Concrete Frame ◽  
Smooth Bars

scholarly journals Strength and deformation of bending normal sections made of concrete frame structure

2021 ◽  
Vol 1083 (1) ◽  
pp. 012034
Author(s):  
D R Mailyan ◽  
G V Nesvetaev ◽  
Yu I Koryanova ◽  
E V Lesniak
Keyword(s):  
Frame Structure ◽  
Concrete Frame ◽  
Strength And Deformation

Influences of Tunnel Excavation Blasting Vibration on Surface High-Rise Building

2010 ◽  
Vol 163-167 ◽  
pp. 2613-2617
Author(s):  
Hai Liang Wang ◽  
Tong Wei Gao
Keyword(s):  
Vibration Frequency ◽  
Vertical Vibration ◽  
Frame Structure ◽  
Vibration Monitoring ◽  
Vibration Velocity ◽  
Blasting Vibration ◽  
Road Tunnel ◽  
Concrete Frame ◽  
High Rise ◽  
Order Of Magnitude

According to the 33 floors high building, blasting vibration monitoring had been carried on. The building, along Yunnan road tunnel of Qingdao Cross-harbor Tunnel Guide Line Project, has concrete frame structure. Monitoring data had been analyzed. Results showed that rules of vertical vibration velocity and main vibration frequency have similar relevance. Amplification effect of them was existed on the middle and top of the building. From the 2nd floor of downward ground to ground, the value of them suddenly decreased. Main vibration frequency is in the range of 101~102 order of magnitude.

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