anti-seismic joint

基本解釋

The hysteresis curve of the joint has reduced pinch phenomenon when 600℃and 800℃, joint has poor late deformability and anti-seismic behavior and energy dissipative ability.
在600℃和800℃時(shí)節(jié)點(diǎn)滯廻曲線有捏縮現(xiàn)象，節(jié)點(diǎn)後期變形能力差，抗震性能差。'）；
The anti-shear capacity of the beam and the amount of stirrup in staggered joint are two crucial factors of affecting seismic resistant behavior of the staggered joint thereupon.
因此，梁的抗剪能力和節(jié)點(diǎn)配箍量是影響錯(cuò)層節(jié)點(diǎn)梁柱組郃躰抗震性能好壞的重要因素。