The inelastic response demand spectrum can be employed to Calculate real bridges structural seismic resistance capacity.
本文建立的规范非弹性反应谱，可直接应用在实际工程中。
With the FRP strengthening system, performances of masonry structures increase obviously in terms of seismic resistance, shear resistance and flexural capacity out of plane.
FRP加固砌体结构可以提高砌体结构的抗震、抗剪和平面外抗弯性能；
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.
轴压比对节点的抗震性能有利，它可以提高节点的初裂荷载、抗剪承载力、减小节点中梁筋的粘结滑移量。
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