The following report carried out by LADICIM at the University of Cantabria, Spain, verifies the capacity of fourth generation SLB devices. Device B1 can be seen to reach +-50mm.
CONTROL OF TORSION EFFECTS IN BUILDINGS WITH EXTREME TORSIONAL
IRREGULARITY THROUGH THE USE OF HYSTERICAL DISSIPATORS-SLB
PREFABRICATED BUILDINGS EQUIPPED WITH SLB SEISMIC DEVICES
NUMERICAL ANALYSIS AND EXPERIMENTAL CORRELATION OF DECOUPLED CONCRETE IN WALLS THAT INCORPORATE SLB DEVICES
EXPERIMENTAL VS NUMERICAL CORRELATION FOR A SHAKING TABLE TEST OF A MODEL PRECAST CONCRETE STRUCTURE EQUIPPED WITH SLB DEVICES
COMPARISON OF SEISMIC DESIGN PROCEDURES FOR STRUCTURES EQUIPPED WITH HYSTERICAL DAMPERS
Structural behavior of an essential medium height installation using a base
insulators and DISSIPATORS SLB
“COMPARATIVE ANALYSIS OF PROTECTION SYSTEMS
SEISMIC BETWEEN SEISMIC ISOLATORS AND SLB DISSIPPERS
AT THE HIPÓLITO UNANUE HOSPITAL IN TACNA – 2023”
NUMERICAL MODELING AND EXPERIMENTAL BEHAVIOR OF “BOZZO SHEAR LINK” DISSIPATORS
Simulation of a vibrating table test of a structure with seismic dissipation devices for low-cost housing
Use of Low Damage Structural Systems in Loss-Based Earthquake Engineering
STRUCTURAL ANALYSIS AND REINFORCEMENT OF AN IRREGULAR BUILDING WITH DISSIPATORS
PROCEDURE TO OPTIMIZE THE
STRUCTURAL DESIGN FOR BUILDINGS
EQUIPPED WITH SLB DEVICES
COMPARATIVE STUDY FOR BUILDING OF 5 FLOORS USING PREFABRICATED SOLUTION AND SLB DISSIPATORS AND CONVENTIONAL SOLUTION IN HIGH SEISMIC ZONE OF PERU
A NEW GENERATION OF
SLB “SHEAR LINK” DISSIPATORS
FOR EARTHQUAKE RESISTANT DESIGN
Seismic energy dissipation in continuous span bridges
CONTROL OF THE DYNAMIC RESPONSE OF ESSENTIAL SUPPORTED STRUCTURES WITH THE USE OF SLB ENERGY DISSIPATORS
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