Effect of earthquake induced-pounding on the response of a series of four adjacent buildings considering soil-structure interaction
Structures,
Год журнала:
2025,
Номер
73, С. 108382 - 108382
Опубликована: Фев. 17, 2025
Язык: Английский
Dynamic SSI effect on the pounding response of a series of adjacent buildings equipped with linear and nonlinear fluid viscous dampers
Structures,
Год журнала:
2025,
Номер
76, С. 108930 - 108930
Опубликована: Апрель 23, 2025
Язык: Английский
Advances in the structural performance of reinforced concrete flat plate-column connections under gravity and seismic loads
Abathar M. Al-Yaseri,
Laith Kh. Al-Hadithy
Journal of Building Pathology and Rehabilitation,
Год журнала:
2025,
Номер
10(1)
Опубликована: Янв. 26, 2025
Язык: Английский
Enhancing Performance of Beam-Column Joints in Reinforced Concrete Structures Using Carbon Fiber-Reinforced Polymers (CFRP): A Novel Review
Hybrid Advances,
Год журнала:
2025,
Номер
unknown, С. 100444 - 100444
Опубликована: Март 1, 2025
Язык: Английский
Dynamic mechanical performance of a pre-compressed high damping rubber-based elastomer for vibration damping systems
Polymer Testing,
Год журнала:
2025,
Номер
unknown, С. 108835 - 108835
Опубликована: Май 1, 2025
Язык: Английский
Seismic Vulnerability Indices of Facades of Colonial Houses in the Historic Center of Morelia, México
Buildings,
Год журнала:
2024,
Номер
14(10), С. 3148 - 3148
Опубликована: Окт. 2, 2024
Evaluating
the
seismic
vulnerability
of
facades
historic
masonry
buildings
is
essential
not
only
for
their
significant
historical
and
heritage
value,
but
also
to
evaluate
safety
this
type
construction.
This
work
applies
a
simplified
methodology
assess
facade
in
center
Morelia,
Michoacán,
México.
The
Morelia
was
declared
World
Cultural
Heritage
Site
by
UNESCO
1991.
On
facades,
there
ornamentation
with
sculptural
vegetal
decorative
elements.
involved
conducting
visual
inspections
identify
location,
structure,
construction
materials,
doors,
windows,
balconies,
cornices,
ironwork,
pediments,
niches,
sculptures,
among
other
characteristic
elements
colonial
architecture.
demands
were
determined
specifically
city’s
based
on
recent
hazard
assessment
Morelia.
Based
compiled
database,
characterized
indices
defined
different
damage
scenarios
that
may
present.
Results
indicate
earthquakes
intensities
greater
than
VIII
Modified
Mercalli
scale
risk
collapsing
buildings’
facades.
Язык: Английский
Shake table tests on story-to-story pounding between adjacent RC buildings
Structures,
Год журнала:
2024,
Номер
69, С. 107544 - 107544
Опубликована: Окт. 17, 2024
Язык: Английский
Evaluation of seismic demands for adjacent irregular buildings with transverse alignment eccentricity
Bulletin of Earthquake Engineering,
Год журнала:
2024,
Номер
unknown
Опубликована: Ноя. 20, 2024
Abstract
Seismic
pounding
occurs
when
adjacent
buildings
lack
adequate
spacing,
exacerbated
by
Alignment
eccentricity
and
horizontal
irregularities
of
buildings.
The
seismic
lateral
oscillation
irregular
promotes
a
torsional
response
under
earthquake
excitation,
moreover,
the
gap
distances
recommended
in
regulations
to
prevent
collisions
are
generally
insufficient
due
behavior
complicated
irregularity
Hence,
this
research
aims
evaluate
eccentric
effects
on
demands
for
with
transverse
alignment
eccentricity.
displacement,
inter-story
drift,
story
shear
force,
rotation
responses
investigated
compared
different
levels
irregularity.
Results
findings
reveal
that
increasing
leads
greater
displacements
rebound
direction,
reduced
impact
increased
buildings,
consequently,
promote
pounding,
higher
floor
twisting
motions,
which
increases
chances
floors
colliding.
Язык: Английский