Research Article

A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall

Table 12

Structural displacement under seismic waves in the Y direction.

Seismic waveThe wooden frame is not reinforced with wooden pins (mm)The wooden frame is reinforced with wooden pins (mm)
Outer columnInner columnMiddle layer columnTop columnOuter columnInner columnMiddle layer columnTop column

Parkfield9.307-1.7191.1871.502-5.089-3.515-3.098-2.901
Borrego Mtn4.033-0.4301.0031.1253.5540.1580.3360.307
Artificial waves9.307-1.7191.1871.5027.0741.7311.3871.379

Where the “-” sign represents the opposite direction to the assumed.