contributor author | Z. Zhou | |
contributor author | Q. Xie | |
contributor author | X. C. Lei | |
contributor author | X. T. He | |
contributor author | S. P. Meng | |
date accessioned | 2017-05-08T22:25:11Z | |
date available | 2017-05-08T22:25:11Z | |
date copyright | December 2015 | |
date issued | 2015 | |
identifier other | 44341443.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80295 | |
description abstract | This paper presents the results of experimental testing a novel dual-tube self-centering buckling-restrained brace (SC-BRB) with pretensioned basalt fiber-reinforced polymer (BFRP) composite tendons. Cyclic tensile experiments are first conducted on two sets of BFRP tendons with different diameters. The results confirm that the BFRP tendons have a stable cyclic elastic modulus and sufficient elongation capacity, making them suitable for use as the self-centering tendons in SC-BRBs. Quasi-static experiments are performed using two dual-tube SC-BRB specimens with different core plate areas. Before the failure of the self-centering system, both specimens stably exhibit the expected flag-shaped hysteresis response, with a relatively small residual deformation. The internal forces in the BFRP tendons and the gaps between the tubes and the end plates are measured to validate the performance of the self-centering system. Both specimens meet the requirements for ultimate ductility and cumulative ductility in braces. For a similar initial pretension, a greater core plate area results in greater residual deformation; however, the cumulative energy dissipation and the equivalent viscous damping are also greater. | |
publisher | American Society of Civil Engineers | |
title | Experimental Investigation of the Hysteretic Performance of Dual-Tube Self-Centering Buckling-Restrained Braces with Composite Tendons | |
type | Journal Paper | |
journal volume | 19 | |
journal issue | 6 | |
journal title | Journal of Composites for Construction | |
identifier doi | 10.1061/(ASCE)CC.1943-5614.0000565 | |
tree | Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 006 | |
contenttype | Fulltext | |