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Abstract Condor Seamount is among the most seismically active regions on the Azores Plateau. In December 2019, an earthquake crisis occurred at the tip of the seamount, which was strongly felt on nearby islands. Two months after the peak of the crisis, we deployed a local network of five ocean‐bottom seismometers around the seamount, recording ...
Yingchen Liu +3 more
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Seismic performance of weak-axis steel beam-to-column connections with a T-adapter. [PDF]
Yılmaz O.
europepmc +1 more source
Effects of plate interface frictional heterogeneities on earthquake cycle dynamics in subduction zones. [PDF]
Ray S, Ghosh A, Kundu B, Senapati B.
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Ensemble learning-based prediction of the backbone curve for corroded reinforced concrete columns using experimental database. [PDF]
Sadeghi M +3 more
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Research on Seismic and Self-Centering Performance of SMAF-ECC Prefabricated Self-Centering Frame Joints Based on Finite Element Simulation. [PDF]
Cao Y, Wu Q, Yang Z.
europepmc +1 more source
Mechanical response analysis of tunnels crossing reverse faults under non-uniform seismic inputs. [PDF]
Yang Y, Li X, Liu J, Chen S.
europepmc +1 more source
Mineralogical imprints of earthquake activity in sedimentary structures. [PDF]
Świątek S +3 more
europepmc +1 more source
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Dynamic Response and Soil Properties, 2007
Design of foundations in earthquake prone areas needs special considerations. Shallow foundations may experience a reduction in bearing capacity and increase in settlement and tilt due to seismic loading. The reduction in bearing capacity depends on the nature and type of soil and ground acceleration parameters.
Vijay K. Puri, Shamsher Prakash
openaire +1 more source
Design of foundations in earthquake prone areas needs special considerations. Shallow foundations may experience a reduction in bearing capacity and increase in settlement and tilt due to seismic loading. The reduction in bearing capacity depends on the nature and type of soil and ground acceleration parameters.
Vijay K. Puri, Shamsher Prakash
openaire +1 more source

