Cross-laminated timber (CLT) structures offer a prospective solution to mid-and high-rise
buildings. This paper reports experimental research on the lateral performance of CLT shear …

This paper presents an experimental study aimed at characterizing the mechanical
behaviour of a new shear-tension connector for wall-to-floor connections of CLT structures …

Abstract Cross-Laminated Timber (CLT) structures are realized by joining CLT panels using
metal connections, which represent the main source of deformability for lateral loads and …

The structural behaviour of Tall Timber Buildings (TTBs) subjected to earthquake actions is
governed to a large extent by the Lateral Load Resisting Systems (LLRSs), whose …

This paper presents experimental investigations on the lateral performance of cross-
laminated timber (CLT) shear walls with customized self-tapping screw (STS) connections …

An investigation of the mechanical behaviour of CLT shearwalls, where either door or
window openings are cut out of the panel, is undertaken. The main aim of the study is to …

This paper presents an analytical model for the prediction of the lateral response of Cross-
Laminated Timber shear walls with openings. The model specifically deals with the rocking …

Structural tests for seven full-scale cross-laminated timber (CLT) shear walls were
conducted under cyclic lateral loading to investigate the feasibility of using fast-growing …

The applicability of the capacity-based design approach to buildings consisting of cross-
laminated timber (CLT) shear walls has lacked analytical expressions that depend on the …

In this study, the vibration serviceability of multi-storey timber buildings is addressed. The
core of this study pertains to the preparation of a comprehensive finite element model to …