Seismic behaviour of post-tensioned beam-to-column connection using slender energy-dissipating rectangles

2022 ◽  
Vol 250 ◽  
pp. 113444
Author(s):  
Xiantie Wang ◽  
Chuandong Xie ◽  
Zihan Jia ◽  
George Vasdravellis
Keyword(s):  
Seismic Behaviour ◽  
Post Tensioned

Seismic behaviour of post-tensioned precast concrete beam–column connections

2021 ◽  
pp. 1-15
Author(s):  
Jin-Ha Hwang ◽  
Seung-Ho Choi ◽  
Deuck Hang Lee ◽  
Kang Su Kim ◽  
Oh-Sung Kwon
Keyword(s):  
Concrete Beam ◽  
Precast Concrete ◽  
Seismic Behaviour ◽  
Post Tensioned

scholarly journals Seismic behaviour of post-tensioned concrete shear wall: a review

2021 ◽  
Vol 10 (1) ◽  
pp. 1-11
Author(s):  
Sneha Benoy ◽  
Asha Joseph
Keyword(s):  
Shear Walls ◽  
Shear Wall ◽  
Primary Objective ◽  
Critical Study ◽  
Seismic Behaviour ◽  
High Rise ◽  
Wall Construction ◽  
Strength And Stiffness ◽  
Integral Feature ◽  
Post Tensioned

Shear walls are specifically meant to withstand lateral forces exerted by either wind or earthquake loads on a structure. Due to their superior strength and stiffness, shear walls have been an integral feature of mid-rise and high- rise structures over the past two decades. Various studies have been performed in this field. Usage of post-tensioned tendons in the traditional shear wall is one of the major advancements in recent times so as to increase the stiffness and reduce the damage incurred by destructive earthquakes. The key advantage of post-tensioned shear walls is the potential to re-centre after a devastating earthquake which is lacking in conventional reinforced concrete (RC) shear walls that rely on yielding creating large deformations. Moreover, compared with conventional shear wall construction, post-tensioned shear walls can reduce the use of vertical mild steel reinforcement. This results in materials being used more effectively and eliminates congestion. This paper seeks to review and analyze the research studies based on post- tensioned shear wall focusing on works published within the last decade. Firstly, the benefits of using post-tensioned shear walls in seismically active areas are illustrated. The behaviour and parameters controlling the performance of post-tensioned shear walls are then studied. A critical study of the factors responsible for the performance of post- tensioned shear wall is the primary objective of this review. Keywords- Shear Wall, Post-Tensioning, Energy-Dissipation, Self-Centering

Post-tensioned tendons for enhancing the seismic behaviour of base-isolated monopole transmission towers

2021 ◽  
Vol 247 ◽  
pp. 113222
Author(s):  
Babak Atashfaraz ◽  
Farshad Taiyari ◽  
Hossein Hayati Raad ◽  
Antonio Formisano
Keyword(s):  
Seismic Behaviour ◽  
Transmission Towers ◽  
Post Tensioned

Practice of Partial Prestressing for Continuous Post-Tensioned Structures in North America

PCI Journal ◽  
1985 ◽  
Vol 30 (1) ◽  
pp. 154-182
Author(s):  
Clifford L. Freyermuth
Keyword(s):  
North America ◽  
Post Tensioned

Serviceability Behavior of Post-Tensioned Beams

PCI Journal ◽  
1980 ◽  
Vol 25 (1) ◽  
pp. 75-95 ◽  
Author(s):  
Edward G. Nawy ◽  
Jim Y. Chiang
Keyword(s):  
Post Tensioned

Longer Span Prestressing with Post-Tensioned Trusses

PCI Journal ◽  
1960 ◽  
Vol 5 (3) ◽  
pp. 41-60
Author(s):  
Mario G. Suarez
Keyword(s):  
Post Tensioned

Tests of One-Way Post-Tensioned Slabs With Unbonded Tendons

PCI Journal ◽  
1978 ◽  
Vol 23 (5) ◽  
pp. 66-83 ◽  
Author(s):  
Ned H. Burns ◽  
Finley A. Charney ◽  
Wendell R. Vines
Keyword(s):  
Unbonded Tendons ◽  
Post Tensioned
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