Out-of-plane behavior of masonry walls with imperfect reinforced rendering

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F16%3A00459580" target="_blank" >RIV/68378297:_____/16:00459580 - isvavai.cz</a>

Result on the web

—

DOI - Digital Object Identifier

—

Result language

angličtina

Original language name

Out-of-plane behavior of masonry walls with imperfect reinforced rendering

Original language description

This paper summarizes the results of an experimental pilot study on the behaviour of masonry walls made of unburned bricks and provided with imperfect plaster layers on both surfaces. Plaster layers made of lime or clay mortars were reinforced by very simple and inexpensive polyethylene nets, or were just filled with fibrous particles - short polyethylene fibres or sawdust. For a comparison, walls without rendering, walls with plain mortar rendering and walls with a high-performance lime-pozzolana plaster were also tested. The tests included vibration loading on a seismic table, modal analysis tests, and also static destructive tests in four-point bending of rendered walls. Measurements were also made of the material characteristics of individual structural elements of the wall sandwich. In addition, local detachment of plaster from the masonry wall was carefully detected by means of manual acoustic tracing and thermo graphic measurements before the tests were performed. The experiments have proved that there is a significant improvement in the load-carrying capacity of walls when they are rendered with reinforced plasters. During the experiments, a substantial increase in the maximum load was observed, and full destruction of the walls was prevented or substantially delayed after they reached their ultimate load and after remarkable crack patterns had developed. Inexpensive and easily applicable retrofitting of adobe walls or unfired clay brick walls can thus improve the seismic behaviour of existing masonry buildings and of newly-built or previously damaged masonry buildings.

Czech name

—

Czech description

—

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

—

Project

<a href="/en/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Cumulative time dependent processes in building materials and structures</a><br>

Continuities

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year

2016

Confidentiality

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

Article name in the collection

International Conference on Earthquake Engineering and Post Disastor Reconstruction Planning. Conference proceedings. Part 1

ISBN

—

ISSN

2505-0737

e-ISSN

—

Number of pages

9

Pages from-to

314-322

Publisher name

Khwopa Engineering College & Khwopa College of Engineering

Place of publication

Bhaktapur

Event location

Bhaktapur

Event date

Apr 24, 2016

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

—