Dynamic response of post-tensioned timber frame buildings

About this item

Title

Dynamic response of post-tensioned timber frame buildings

Content partner

University of Canterbury Library

Collection

UC Research Repository

Description

An extensive research program is on-going at the University of Canterbury, New Zealand to develop new technologies to permit the construction of multi-storey timber buildings in earthquake prone areas. The system combines engineered timber beams, columns and walls with ductile moment resisting connections using post-tensioned tendons and eventually energy dissipaters. The extensive experimental testing on post-tensioned timber building systems has proved a remarkable lateral response of the p...

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Format

Research paper

Research format

Thesis

Thesis level

Masters

Date created

2011

Creator

Pino Merino, Denis Ademir

URL

http://hdl.handle.net/10092/6598

Related subjects

timber buildings / post-tensioning / shake table / dynamic / seismic / LVL

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Copyright Denis Ademir Pino Merino

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