带可拆换T型钢连接件的梁柱节点抗震性能和震后功能快速恢复性能研究

STUDY ON SEISMIC BEHAVIOR AND ON EARTHQUAKE-RESILIENT PERFORMANCE OF BEAM-COLUMN JOINT WITH REPLACEABLE T-STUBS

  • 摘要: 为了实现钢框架结构在地震作用下的集中耗能和震后功能快速恢复,提出了一种带可拆换T型钢连接件的梁柱节点。通过控制T型钢连接件与框架梁的承载力比值,即设计承载力系数,即可实现集中耗能的设计目标,震后仅需更换受损的T型钢连接件即可快速恢复结构功能。设计并制作了4个带T型钢连接件的梁柱节点试件,通过试验和有限元相结合的方法研究了其抗震性能。对典型试件拆换受损的T型钢连接件,并采用可拆换残余转角、滞回性能和组件耗能等指标,从功能恢复效率和功能恢复质量两个方面评估了其震后功能快速恢复性能。研究表明:所有试件均呈现出半刚性节点的特性。采用低屈服点T型钢的试件具有较高的刚度、较好的延性和较大的安全储备,建议在工程中优先采用。除了设计承载力系数较大的试件在试验后期钢梁悬臂段根部出现轻微塑性以外,其余试件的梁柱等非耗能构件均处于弹性状态,且T型钢的耗能比例达到90%以上,为震后功能快速恢复提供了可能。T型钢腹板较薄的RT-2试件具有最大的T型钢可拆换残余转角和梁端可拆换残余转角,采用低屈服点T型钢试件的拆换性能优于普通钢试件。拆换试件与原试件相比,虽然延性系数略有降低,但初始刚度和承载能力几乎没有差别,T型钢连接件仍能发挥集中耗能的作用,试件拆换后功能快速恢复性能良好。

     

    Abstract: To realize concentrated dissipate energy and structural function resilience of steel frame, a kind of beam-column joint with replaceable T-stubs has been proposed. The design objective can be achieved by controlling design resistance capacity coefficients with T-stubs and frame beams, whilst the structural function can be quickly recovered by only replacing the damaged T-stubs. A total of four specimens are designed and fabricated, and the seismic performance was studied through tests and finite element analysis. Then, the damaged T-stubs were replaced, and the structural function resilience performance was evaluated by function recovery efficiency and function recovery quality, including replacement residual rotation, hysteresis response, components energy dissipation and so on. The results show that all specimens are semi-rigid connection. The specimens with low yield point steel T-stub components have higher rigidity, better ductility, and larger safety stock, which is recommended to give priority to actual engineering structures. In addition to the slight plasticity at the root of the steel beam cantilever section in the later stage of the test, the non-energy dissipation members such as beams and columns of the other specimens are in an elastic state, and the energy dissipation ratio of T-shaped steel is more than 90%. It provides the possibility for the rapid recovery of function after earthquakes. With the relatively thin stem plates, the RT-2 has the largest T-stub replaceable residual rotation and beam end replaceable residual rotation. The replaceable performance of T-stub specimen with low yield point is better than that of ordinary steel specimen. Although the ductility coefficient of the replaced specimen is slightly lower than that of the original one, the initial stiffness and bearing capacity are almost consistent. The replaceable T-stubs can still play the role of concentrated energy consumption. After the specimen is disassembled and replaced, the structural function recovers quickly and the resilient performance is good.

     

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