Detail publikace

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

ZAJÍC, M.

Originální název

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

Typ

článek v časopise ve Web of Science, Jimp

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

buildings, structures; designesign methods; aidstimber structures

Autoři

ZAJÍC, M.

Vydáno

1. 6. 2021

Nakladatel

ICE PUBLISHINGINST CIVIL ENGINEERS

Místo

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

ISSN

0965-0911

Periodikum

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS

Ročník

174

Číslo

6

Stát

Spojené království Velké Británie a Severního Irska

Strany od

504

Strany do

515

Strany počet

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"
}