TY - JOUR
T1 - Database of rocking shallow foundation performance
T2 - Slow-cyclic and monotonic loading
AU - Hakhamaneshi, Manouchehr
AU - Kutter, Bruce L.
AU - Gavras, Andreas G.
AU - Gajan, Sivapalan
AU - Tsatsis, Angelos
AU - Liu, Weian
AU - Sharma, Keshab
AU - Pianese, Giovanna
AU - Kohno, Tetsuya
AU - Deng, Lijun
AU - Paolucci, Roberto
AU - Anastasopoulos, Ioannis
AU - Gazetas, George
N1 - Publisher Copyright:
© The Author(s) 2020.
PY - 2020/8/1
Y1 - 2020/8/1
N2 - Many physical model tests have examined the performance of rocking foundations during cyclic and seismic loading. These tests varied in model size, testing equipment, superstructure properties, footing shape, supporting soil environment, and loading protocol. “FoRCy, Foundation Rocking database of Cyclic and Monotonic Loading” is a new database (published at https://datacenterhub.org/), summarizing the results of monotonic and slow-cyclic loading tests of rocking foundations. The database consists of columns identifying testing equipment and facility, soil, superstructure, and system properties, as well as loading protocol and results. The database contains 456 records (rows), each one being unique in either model configuration or loading amplitude. To illustrate its value, this article shows correlations between (1) settlement, rotation, and factor of safety with respect to bearing capacity and (2) moment and cumulative rotation for shallow footings. Data indicate that the rotation required to mobilize the moment capacity is surprisingly constant (about 0.01 radians) for a wide range of experiments.
AB - Many physical model tests have examined the performance of rocking foundations during cyclic and seismic loading. These tests varied in model size, testing equipment, superstructure properties, footing shape, supporting soil environment, and loading protocol. “FoRCy, Foundation Rocking database of Cyclic and Monotonic Loading” is a new database (published at https://datacenterhub.org/), summarizing the results of monotonic and slow-cyclic loading tests of rocking foundations. The database consists of columns identifying testing equipment and facility, soil, superstructure, and system properties, as well as loading protocol and results. The database contains 456 records (rows), each one being unique in either model configuration or loading amplitude. To illustrate its value, this article shows correlations between (1) settlement, rotation, and factor of safety with respect to bearing capacity and (2) moment and cumulative rotation for shallow footings. Data indicate that the rotation required to mobilize the moment capacity is surprisingly constant (about 0.01 radians) for a wide range of experiments.
KW - FoRCy
KW - Soil–structure interaction
KW - data base
KW - rocking shallow foundation performance
KW - slow-cyclic and monotonic loading
UR - http://www.scopus.com/inward/record.url?scp=85081960803&partnerID=8YFLogxK
U2 - 10.1177/8755293020906564
DO - 10.1177/8755293020906564
M3 - 学術論文
AN - SCOPUS:85081960803
SN - 8755-2930
VL - 36
SP - 1585
EP - 1606
JO - Earthquake Spectra
JF - Earthquake Spectra
IS - 3
ER -