Experimental study on lateral behavior of post-tensioned precast beam-column joints

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 841-854
Author(s):  
Jae Hyun Kim ◽  
Seung-Ho Choi ◽  
Jin-Ha Hwang ◽  
Hoseong Jeong ◽  
Sun-Jin Han ◽  
...  
2016 ◽  
Vol 108 ◽  
pp. 1-11 ◽  
Author(s):  
Małgorzata Lachowicz ◽  
Krystyna Nagrodzka-Godycka

1998 ◽  
Vol 120 (3) ◽  
pp. 695-704 ◽  
Author(s):  
M. J. Brennan ◽  
S. J. Elliott ◽  
K. H. Heron

A dominant source of noise in a helicopter cabin is the meshing of the gears in the main rotor gearbox. The main structural noise transmission path from this gearbox to the cabin is through the gearbox support struts, and this is the transmission path which is the subject of this paper. An experimental study is described which quantifies the way in which vibration propagates through one of these struts and the experimental results are interpreted with the aid of some simple analytical models. The contribution of the various modes of vibration to the transmission of the structure-borne noise is quantified by calculating the kinetic energy of the receiving structure from measured data. The results show that although the dominant mode of vibration is longitudinal, flexural resonances occur at some frequencies, and the contribution of the flexural vibration to the kinetic energy of the receiving structure at these frequencies can be comparable with that due to the longitudinal motion. It is demonstrated that the lateral behavior of the strut is dependent upon the static loading but the longitudinal behavior is relatively insensitive to this loading.


2019 ◽  
Vol 155 ◽  
pp. 121-128 ◽  
Author(s):  
Xian Xu ◽  
Jiaqi Tu ◽  
Guangming Cheng ◽  
Junhua Zheng ◽  
Yaozhi Luo

2019 ◽  
Vol 20 (6) ◽  
pp. 1828-1841
Author(s):  
Jian Xie ◽  
Ning Cui ◽  
Jia‐Bao Yan ◽  
Jinghai Yu

2013 ◽  
Vol 351-352 ◽  
pp. 717-721 ◽  
Author(s):  
Woo Tai Jung ◽  
Jong Sup Park ◽  
Young Hwan Park

The exploitation of FRP tendon necessitates not only to improve the performances of the FRP tendon and anchoring device but also to examine its structural performances by applying it to various structures like concrete structures. This study applies CFRP tendon on internally and externally post-tensioned concrete specimens so as to observe their flexural performance considering the number of tendons and jacking force as test variables. The tests show that the externally post-tensioned specimens undergo lesser cracks with wider distribution of the cracks than the internally post-tensioned specimens with similar jacking force. In addition, the externally post-tensioned specimens with larger number of saddles experience smaller number of cracks with larger distribution. The specimens without saddle and the internally post-tensioned specimens with the same jacking force exhibit similar behavior until the yielding of the reinforcement to show different behaviors from the time at which the eccentricities of the tendons start to vary after yielding. The externally post-tensioned specimens with saddle provide increased crack load compared to the specimens without saddle, with an increase of approximately 25% of the ultimate load.


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