Publication detail

A plastic model for partially anchored timber frame walls subjected to shear and bending

ZAJÍC, M.

Original Title

A plastic model for partially anchored timber frame walls subjected to shear and bending

Type

journal article in Web of Science

Language

English

Original Abstract

The design of multi-storey buildings utilising timber frame walls with partial anchorage often requires an iterative process to calculate the shear capacity of the walls. Partial anchorage, in this instance, refers to the situation where a wall is connected to the underlying structure by fasteners distributed along the base of the wall and where tension forces between the studs and the base are not resisted by tie-down connections. The presented offset force model, evaluating the shear capacity of a single wall element, is a variation of the lower-bound plastic model developed by Kallsner and Girhammar. The method allows for a separation of the individual wall height from the height of application of the resultant horizontal force, thereby significantly simplifying the calculation process.

Keywords

buildings, structures; designesign methods; aidstimber structures

Authors

ZAJÍC, M.

Released

1. 6. 2021

Publisher

ICE PUBLISHINGINST CIVIL ENGINEERS

Location

1 GREAT GEORGE ST, WESTMINISTER SW 1P 3AA, ENGLAND

ISBN

0965-0911

Periodical

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS

Year of study

174

Number

6

State

United Kingdom of Great Britain and Northern Ireland

Pages from

504

Pages to

515

Pages count

12

URL

https://www.icevirtuallibrary.com/doi/full/10.1680/jstbu.19.00032

BibTex

@article{BUT177074,
  author="Michal {Zajíc}",
  title="A plastic model for partially anchored timber frame walls subjected to shear and bending",
  journal="PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS",
  year="2021",
  volume="174",
  number="6",
  pages="504--515",
  doi="10.1680/jstbu.19.00032",
  issn="0965-0911",
  url="https://www.icevirtuallibrary.com/doi/full/10.1680/jstbu.19.00032"
}