Timber floor vibrations have long been a significant challenge in design and research,
growing in importance with advancements in engineered wood products and the increasing …

The current standards need more specific serviceability criteria for Cross-Laminated Timber
(CLT) floors. This paper presents a comprehensive analysis of a relevant case study in …

This paper presents the continuous monitoring of an eight-story cross-laminated timber
(CLT) building. The monitoring process includes daily acceleration measurements at the …

An experimental program of a 1: 6 scale elevated wood frame shear-wall residential building
was developed to model the damage progression of buildings subjected to increasing …

Large cross-laminated timber (CLT) floors are inevitably composed of multiple CLT panels
assembled on the construction site. Due to the sheer lack of adequate numerical …

This research raises questions about the possibilities and options of using the BIM
methodology associated with software for the wood design and construction of structure …

High-rise office structures constructed using timber material (with a minimum of eight stories)
signify a burgeoning and favorable sector, mainly owing to their ability to offer substantial …

In this paper, experimental modal analyses of a cross-laminated timber (CLT) panel with
three layers subjected to free-free boundary conditions are presented. The present study …

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 …

The light weight and moderate stiffness of multistorey timber buildings make them
susceptible to increased lateral displacements and accelerations under service-level wind …