Year |
Citation |
Score |
2020 |
Hakhamaneshi M, Kutter BL, Gavras AG, Gajan S, Tsatsis A, Liu W, Sharma K, Pianese G, Kohno T, Deng L, Paolucci R, Anastasopoulos I, Gazetas G. Database of rocking shallow foundation performance: Slow-cyclic and monotonic loading: Earthquake Spectra. 36: 1585-1606. DOI: 10.1177/8755293020906564 |
0.306 |
|
2018 |
Liu W, Hutchinson TC. Numerical investigation of stone columns as a method for improving the performance of rocking foundation systems Soil Dynamics and Earthquake Engineering. 106: 60-69. DOI: 10.1016/J.Soildyn.2017.10.015 |
0.535 |
|
2016 |
Liu W, Hutchinson T. Characterizing Seismic Resiliency Using an Energy Dissipation-Recentering Correlation Diagram Earthquake Spectra. 32: 1545-1564. DOI: 10.1193/101214Eqs154M |
0.502 |
|
2015 |
Liu W, Hutchinson TC, Gavras AG, Kutter BL, Hakhamaneshi M. Seismic Behavior of Frame-Wall-Rocking Foundation Systems. II: Dynamic Test Phase Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001313 |
0.552 |
|
2015 |
Liu W, Hutchinson TC, Gavras AG, Kutter BL, Hakhamaneshi M. Seismic Behavior of Frame-Wall-Rocking Foundation Systems. I: Test Program and Slow Cyclic Results Journal of Structural Engineering (United States). 141. DOI: 10.1061/(Asce)St.1943-541X.0001264 |
0.549 |
|
2015 |
Liu W, Hutchinson TC, Kutter BL, Gavras AG, Hakhamaneshi M. Effect of earthquake-induced axial load fluctuations on asymmetric frame-wall-rocking foundation systems Earthquake Engineering and Structural Dynamics. 44: 1997-2013. DOI: 10.1002/Eqe.2569 |
0.542 |
|
2014 |
Wei B, Xia Y, Liu W. Lateral vibration analysis of continuous bridges utilizing equal displacement rule Latin American Journal of Solids and Structures. 11: 75-91. DOI: 10.1590/S1679-78252014000100005 |
0.315 |
|
2013 |
Liu W, Hutchinson TC, Kutter BL, Hakhamaneshi M, Aschheim MA, Kunnath SK. Demonstration of compatible yielding between soil-foundation and superstructure components Journal of Structural Engineering (United States). 139: 1408-1420. DOI: 10.1061/(Asce)St.1943-541X.0000637 |
0.549 |
|
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