scholarly journals Study on flexible segment efficiency for seismic performance improvement of subsea tunnel

2017 ◽  
Vol 19 (3) ◽  
pp. 503-515
Author(s):  
Dong-In Jang ◽  
Jong-Ill Kim ◽  
Chang-Won Kwak ◽  
Inn-Joon Park
Keyword(s):  
Performance Improvement ◽  
Seismic Performance ◽  
Subsea Tunnel ◽  
Flexible Segment

Numerical study on seismic performance improvement of composite wide beam-column interior joints

2021 ◽  
pp. 103637
Author(s):  
Satish Paudel ◽  
Ganchai Tanapornraweekit ◽  
Somnuk Tangtermsirikul
Keyword(s):  
Performance Improvement ◽  
Seismic Performance ◽  
Numerical Study ◽  
Wide Beam

Experimental Study of Seismic Performance Improvement of Pilotis RC Column Strengthened with FRP

2019 ◽  
Vol 10 (1) ◽  
pp. 17-25 ◽  
Author(s):  
Jeongjin Choi ◽  
◽  
Taehun Lee ◽  
Byeongjin Park ◽  
Kwanggun Rho ◽  
...  
Keyword(s):  
Experimental Study ◽  
Performance Improvement ◽  
Seismic Performance ◽  
Rc Column

Seismic Performance Improvement of Precast Buildings Using Dissipative Friction Devices

2012 ◽  
Vol 256-259 ◽  
pp. 2229-2233
Author(s):  
Marco Valente
Keyword(s):  
Energy Dissipation ◽  
Performance Improvement ◽  
Seismic Performance ◽  
Structural Damage ◽  
Industrial Building ◽  
Structural Members ◽  
Numerical Investigations ◽  
Precast Buildings ◽  
Precast Structures ◽  
Parametric Analyses

This study presents an innovative approach to enhance the seismic performance of precast structures. Friction devices were inserted at the beam-to-column connections with the aim of providing supplemental energy dissipation and structural drift control. A single-story industrial building and a multi-story frame were analyzed in this study to assess the effectiveness of the dissipative friction devices. A simplified model describing the hysteretic behaviour of the friction device was developed and parametric analyses were carried out in order to establish the optimum value of the plastic moment of the device for the different precast structures. The results of the numerical investigations showed that the installation of the friction devices caused a significant decrease of displacements at the top of the structures. The energy dissipation mostly concentrated in the devices and the plastic demand on structural members was considerably reduced, along with the potential for structural damage.

Seismic performance improvement of tension-only-braced frames with Energy-Dissipative Rocking Columns

2019 ◽  
Vol 196 ◽  
pp. 109286 ◽  
Author(s):  
Yan-Wen Li ◽  
Guo-Qiang Li ◽  
Jian Jiang ◽  
Yan-Bo Wang
Keyword(s):  
Performance Improvement ◽  
Seismic Performance ◽  
Braced Frames
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