Pounding between Adjacent Frame Structures under Earthquake Excitation Based on Transfer Matrix Method of Multibody Systems

<div>J<sub>1</sub>-a<sub>1</sub>, J<sub>2</sub>-a<sub>3</sub> deformation diagram of the structure pounding moment under the excitation of El Centro wave (400 m/s<sup>2</sup>, 100 mm).</div>

Advances in Civil Engineering

fig26

Figure 26

Figure 26: Pounding between Adjacent Frame Structures under Earthquake Excitation Based on Transfer Matrix Method of Multibody Systems 