In-Plane Strength and Stiffness of Cross-Laminated Timber Shear Walls
The research presented herein investigated the in-plane performance of cross-laminated timber (CLT) shear walls for platform-type buildings under lateral loading. Finite element models of CLT connections (i.e., brackets, hold-downs and self-tapping screws) were developed in OpenSees and calibrated a...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-08-01
|
Series: | Buildings |
Subjects: | |
Online Access: | http://www.mdpi.com/2075-5309/8/8/100 |