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

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F21%3APU143900" target="_blank" >RIV/00216305:26110/21:PU143900 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.icevirtuallibrary.com/doi/full/10.1680/jstbu.19.00032" target="_blank" >https://www.icevirtuallibrary.com/doi/full/10.1680/jstbu.19.00032</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1680/jstbu.19.00032" target="_blank" >10.1680/jstbu.19.00032</a>

Jazyk výsledku

angličtina

Název v původním jazyce

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

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

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

Popis výsledku anglicky

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.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2021

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS

ISSN

0965-0911

e-ISSN

—

Svazek periodika

174

Číslo periodika v rámci svazku

6

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

12

Strana od-do

504-515

Kód UT WoS článku

000664776600005

EID výsledku v databázi Scopus

2-s2.0-85108683953