Research Article

Rural Masonry Isolating Structure and LRB Experiment: Seismic Resistance Properties and Statistical Data Curve Analyses

Table 2

LRB horizontal stiffness calculation results.

Bearing numberGZ1-0.5GZ2-0.5GZ3-0.5GZ4-0.5GZ5-0.5

Equivalent horizontal stiffness (N/mm)278.47177.12156.13211.73328.51
Equivalent damping ratio (%)10.617.2519.2419.0712.52
Postyield stiffness (N/mm)236140205156270
Yield stress9451160139014201280