Influence of boundary conditions and size effect on the drift capacity of URM walls
S Petry, K Beyer - Engineering structures, 2014 - Elsevier
In codes the drift capacity of unreinforced masonry (URM) walls is often estimated as a
function of the failure mode and the aspect ratio. The empirical relationships are based on …
function of the failure mode and the aspect ratio. The empirical relationships are based on …
Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks
In this paper, a dataset collecting the results of in-plane cyclic tests on unreinforced masonry
piers, carried out within different research projects, is presented. The dataset includes brick …
piers, carried out within different research projects, is presented. The dataset includes brick …
[图书][B] Interpretation of experimental shear tests on clay brick masonry walls and evaluation of q-factors for seismic design
The present research deals with the evaluation of the behaviour factor q to be used in linear
elastic analyses for seismic design of unreinforced clay unit masonry buildings starting from …
elastic analyses for seismic design of unreinforced clay unit masonry buildings starting from …
Robustness of hollow clay masonry units and seismic behaviour of masonry walls
As the recent experimental investigations indicated, the robustness of masonry units is one
among the most decisive parameters which define the behaviour of masonry walls when …
among the most decisive parameters which define the behaviour of masonry walls when …
In-plane cyclic response of new URM systems with thin web and shell clay units
The use of thin web/shell clay unit masonry is becoming increasingly widespread for its
good thermal and acoustic insulation performance. However, vertical perforated clay units …
good thermal and acoustic insulation performance. However, vertical perforated clay units …
Robustness as a criterion for use of hollow clay masonry units in seismic zones: an attempt to propose the measure
M Tomaževič, P Weiss - Materials and structures, 2012 - Springer
In order to provide adequate seismic behavior of masonry walls, local brittle failure of
masonry units in the most stressed zones of structural walls should be prevented. Although …
masonry units in the most stressed zones of structural walls should be prevented. Although …
[图书][B] Reliability of Unreinforced Masonry Bracing Walls-Probabilistic Approach and Optimized Target Values
E Brehm - 2011 - tuprints.ulb.tu-darmstadt.de
Bracing walls are essential members in typical masonry structures. However, design checks
are only performed rarely in Germany. The reason for this is a paragraph in the German …
are only performed rarely in Germany. The reason for this is a paragraph in the German …
[图书][B] Tragfähigkeit überwiegend horizontal beanspruchter Aussteifungsscheiben aus unbewehrtem Mauerwerk
T Kranzler - 2008 - researchgate.net
Die vorliegende Arbeit entstand in den Jahren 2004 bis 2007 während meiner Tätigkeit als
wissenschaftlicher Mitarbeiter am Institut für Massivbau der Technischen Universität …
wissenschaftlicher Mitarbeiter am Institut für Massivbau der Technischen Universität …
[PDF][PDF] Nichtlinearer Nachweis von unbewehrten Mauerwerksbauten unter Erdbebeneinwirkung
C Gellert - 2010 - core.ac.uk
Nichtlinearer Nachweis von unbewehrten Mauerwerksbauten unter Erdbebeneinwirkung
Page 1 Nichtlinearer Nachweis von unbewehrten Mauerwerksbauten unter …
Page 1 Nichtlinearer Nachweis von unbewehrten Mauerwerksbauten unter …
[图书][B] Beitrag zum statischen nichtlinearen Erdbebennachweis von unbewehrten Mauerwerksbauten unter Berücksichtigung einer und höherer Modalformen
H Norda - 2013 - core.ac.uk
Beitrag zum statischen nichtlinearen Erdbebennachweis von unbewehrten
Mauerwerksbauten unter Berücksichtigung einer und höhere Page 1 Beitrag zum …
Mauerwerksbauten unter Berücksichtigung einer und höhere Page 1 Beitrag zum …