Advances in Civil Engineering / 2019 / Article / Fig 11

Research Article

Seismic Behaviour of Straight-Tenon Wood Frames with Column Foot Damage

Figure 11

Stiffness degradation curves. (a) Unilateral column foot damage (ZJJ). (b) Circumferential column foot damage (ZGW).
(a)
(b)

You are browsing a BETA version of Hindawi.com. Click here to switch back to the original design.