Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber

The paper presents some experimental data and phenomenon on bracket anchor connections for Cross-Laminated-Timber. The goal of this research is to provide a better understanding of the seismic performance of bracket connections subjected to seismic actions and how to choose and design bracket connec...

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Main Authors:	Shen Yinlan, Schneider Johannes, Stiemer Siegfried F., Ren Xueyong
Format:	Article
Language:	English
Published:	EDP Sciences 2019-01-01
Series:	MATEC Web of Conferences
Online Access:	https://www.matec-conferences.org/articles/matecconf/pdf/2019/24/matecconf_acem2019_01011.pdf

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spelling	doaj-24c8cd59f80f456cb20189ee67f747fb2021-03-02T07:33:32ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012750101110.1051/matecconf/201927501011matecconf_acem2019_01011Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-TimberShen YinlanSchneider Johannes0Stiemer Siegfried F.1Ren Xueyong2Dept. of Civil Engineering, Applied Science, University of British ColumbiaDept. of Civil Engineering, Applied Science, University of British ColumbiaMOE Key Laboratory of Wooden Material Science and Application, College of Materials Science and Technology, Beijing Forestry UniversityThe paper presents some experimental data and phenomenon on bracket anchor connections for Cross-Laminated-Timber. The goal of this research is to provide a better understanding of the seismic performance of bracket connections subjected to seismic actions and how to choose and design bracket connections for Cross-Laminated-Timber structures. Test configuration and experimental setups are illustrated in details; cyclic displacement schedules of the connections in two directions are presented considering that CLT wall has horizontal sliding in the plane and uplift at the end in quasi-state tests. Different failure modes and force transmission mechanisms of different connections under the loading protocol were analysed. And important quantities for seismic design such as strength, and stiffness, equivalent yield load, peak load and ductility of the connections are evaluated and compared among different kinds of connections; an excellent connector is revealed in ductility and load capacity by test data analysis. In addition, some suggestions to choose and design bracket anchor connections are given.https://www.matec-conferences.org/articles/matecconf/pdf/2019/24/matecconf_acem2019_01011.pdf
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Shen Yinlan Schneider Johannes Stiemer Siegfried F. Ren Xueyong
spellingShingle	Shen Yinlan Schneider Johannes Stiemer Siegfried F. Ren Xueyong Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber MATEC Web of Conferences
author_facet	Shen Yinlan Schneider Johannes Stiemer Siegfried F. Ren Xueyong
author_sort	Shen Yinlan
title	Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber
title_short	Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber
title_full	Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber
title_fullStr	Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber
title_full_unstemmed	Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber
title_sort	failure modes and mechanical properties of bracket anchor connections for cross-laminated-timber
publisher	EDP Sciences
series	MATEC Web of Conferences
issn	2261-236X
publishDate	2019-01-01
description	The paper presents some experimental data and phenomenon on bracket anchor connections for Cross-Laminated-Timber. The goal of this research is to provide a better understanding of the seismic performance of bracket connections subjected to seismic actions and how to choose and design bracket connections for Cross-Laminated-Timber structures. Test configuration and experimental setups are illustrated in details; cyclic displacement schedules of the connections in two directions are presented considering that CLT wall has horizontal sliding in the plane and uplift at the end in quasi-state tests. Different failure modes and force transmission mechanisms of different connections under the loading protocol were analysed. And important quantities for seismic design such as strength, and stiffness, equivalent yield load, peak load and ductility of the connections are evaluated and compared among different kinds of connections; an excellent connector is revealed in ductility and load capacity by test data analysis. In addition, some suggestions to choose and design bracket anchor connections are given.
url	https://www.matec-conferences.org/articles/matecconf/pdf/2019/24/matecconf_acem2019_01011.pdf
work_keys_str_mv	AT shenyinlan failuremodesandmechanicalpropertiesofbracketanchorconnectionsforcrosslaminatedtimber AT schneiderjohannes failuremodesandmechanicalpropertiesofbracketanchorconnectionsforcrosslaminatedtimber AT stiemersiegfriedf failuremodesandmechanicalpropertiesofbracketanchorconnectionsforcrosslaminatedtimber AT renxueyong failuremodesandmechanicalpropertiesofbracketanchorconnectionsforcrosslaminatedtimber
_version_	1724241268731543552

Failure Modes and Mechanical Properties of Bracket Anchor Connections for Cross-Laminated-Timber

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