dc.contributor |
Roca, Pere |
dc.contributor.author |
Oliaee, Milad |
dc.date |
2013-06-18 |
dc.identifier.uri |
http://hdl.handle.net/2099.1/26163 |
dc.language.iso |
eng |
dc.publisher |
Universitat Politècnica de Catalunya |
dc.rights |
Attribution-NonCommercial-NoDerivs 3.0 Spain |
dc.rights |
info:eu-repo/semantics/openAccess |
dc.rights |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ |
dc.subject |
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures |
dc.subject |
Buildings -- Earthquake effects |
dc.subject |
Edificis -- Efectes dels terratrèmols |
dc.title |
Application of a detailed micro modelling technique to the study of the in-plane capacity of masonry walls |
dc.type |
info:eu-repo/semantics/masterThesis |
dc.description.abstract |
The M
unreinf
dynam
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princip
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others
compre
whilst
subject
modeli
Such
compu
will be
method
Figure
ion of a detailed
s Mundus Progra
CED MASTERS
TRACT
editerranean
forced maso
mic actions, es
aterial, often
les, has sho
gna earthqua
in close pro
ehension on
sustaining sig
t to combined
ng.
knowledge c
tation time an
explored for
d among othe
e 1: San Pau
micro modelling
amme
IN STRUCTURA
basin is part
nry buildings
specially seis
viewed as a
own varying p
ake, many so
oximity that h
the ultimate
gnificant bea
d vertical and
could greatly
nd cost decre
r modeling th
er theories ga
ulo Church in
technique to the
AL ANALYSIS O
ticularly at hig
s. Unreinfor
smic action,
archaic and u
performance
oundly built m
had collapsed
strength of
aring load. T
d horizontal l
y impact the
ease with the
e material be
auge the succ
n Mirobello, E
e study of the in-p
OF MONUMENTS
gh public hea
rced masonry
and should t
unpredictable
in response
masonry buil
d. It has be
typical maso
To this aim, t
oading, will b
perceived l
advent of new
ehavior. In t
cess of the sta
Emilia-Roma
plane capacity of
S AND HISTORIC
alth risk due t
y structures
to be reevalu
for engineer
to past eart
ldings perform
ecome the wi
onry walls un
he simulation
be performed
limitations of
w technology
his work, the
ated method.
agna after the
f masonry walls
CAL CONSTRU
to the large n
are particula
uated and ho
rs to apply to
thquakes. In
med well, in
ider aim of t
nder bi-axial
n of in-plane
d by methods
f the structu
y, it is natural
e comparison
e May 2012 e
CTIONS
number of ex
arly vulnerab
opefully prese
o modern scie
n the 2012 E
stark contra
his study to
longitudinal
capacity of w
s of detailed
ral material.
that new met
s to the simp
earthquake.
vii
xisting
ble to
erved.
entific
Emilia
ast to
grow
loads
walls,
micro
As
thods
plified |