seismic resistance behavior

基本解釋

Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints;
論述了單調(diào)荷載下高強鋼筋混凝土框架節(jié)點的非線性受力性能。
In recent years, the effective design method that small-span-to-depth-ratio coupling beams in coupled walls improve seismic resistance behavior is discussed in home and abroad.
為此國內(nèi)外近年來均在探討聯(lián)肢墻小跨高比連梁改善抗震性能，特別是改善抗震抗剪性能的有效設計方法。
Axial compressive ratio is advantageous to seismic behavior of staggered joints. It can improve joints first crashing loads, shear resistance capacity and reduce the sliding displacement of beam bars.
軸壓比對節(jié)點的抗震性能有利，它可以提高節(jié)點的初裂荷載、抗剪承載力、減小節(jié)點中梁筋的粘結(jié)滑移量。

抗震性能
In recent years, the effective design method that small-span-to-depth-ratio coupling beams in coupled walls improve seismic resistance behavior is discussed in home and abroad.
為此國內(nèi)外近年來均在探討聯(lián)肢墻小跨高比連梁改善抗震性能,特別是改善抗震抗剪性能的有效設計方法。