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Improvement Technology on Building Seismic Toughness

This Reprint focuses on recent studies on the seismic performance evaluation and improvement of infrastructures, including buildings and bridges. The development and application of base isolators and dampers to enhance the seismic resilience of structures is of particular interest. In addition, mult...

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Format: Online
Idioma:anglès
Publicat: MDPI - Multidisciplinary Digital Publishing Institute 2024
Matèries:
near-fault isolation
velocity pulses
continuous girder bridges
linear friction damper
lead rubber bearing
cable-stayed bridge
crossing faults
synthetic ground motions
intensity measure
fragility analysis
fire and dynamic loads
seismic engineering
reinforced concrete column
numerical simulation
bond-slip behavior
coal gangue coarse aggregate
coal gangue concrete
column
cyclic loading
seismic behavior
replaceable beam-to-column joint
energy-dissipating steel hinges
post-earthquake resilience
damage concentration
cyclic loading test
steel-concrete wind turbine tower
tuned mass damper
mass ratio
layout
aftershock fragility assessment
damage index
RC columns
incremental dynamic analysis
high-damping rubber
hyperelastic composite material
axial dynamic load
energy dissipation
seismic
damper
socket connection
vertical bearing capacity
vertical loading
finite element calculation
metal bellows
formula derivation
footbridge
vibration
serviceability
crowd load
earthquake
machine learning
multi-spiral stirrup
strength
ductility
constitutive model
confined concrete
base isolation
near-fault (NF) ground motions
linear natural rubber bearing (LNR)
nonlinear viscous damper (NLVD)
shaking table test
seismic responses
rubber isolation bearing
staircase
isolation properties
dynamic response
5:1 rectangular cylinders in tandem
sectional model testing
pressure measurement testing
VIV behavior
correlation analysis
thema EDItEUR::M Medicine and Nursing::MK Medical specialties, branches of medicine::MKG Pharmacology::MKGW Psychopharmacology
Accés en línia:ONIX_20240514_9783725805594_314
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