| Systematic lumped‐parameter models for foundations based on polynomial‐fraction approximation WH Wu, WH Lee Earthquake Engineering & Structural Dynamics 31 (7), 1383-1412, 2002 | 132 | 2002 |
| Transfer functions for rigid rectangular foundations AS Veletsos, AM Prasad, WH Wu Earthquake engineering & structural dynamics 26 (1), 5-17, 1997 | 126 | 1997 |
| Tension determination of stay cable or external tendon with complicated constraints using multiple vibration measurements CC Chen, WH Wu, MR Leu, G Lai Measurement 86, 182-195, 2016 | 104 | 2016 |
| Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements CC Chen, WH Wu, CH Huang, G Lai Smart Structures and Systems, An International Journal 11 (4), 411-433, 2013 | 82 | 2013 |
| Efficient modal analysis for structures with soil‐structure interaction WH Wu, HA Smith Earthquake engineering & structural dynamics 24 (2), 283-299, 1995 | 79 | 1995 |
| Tension determination for suspenders of arch bridge based on multiple vibration measurements concentrated at one end WH Wu, CC Chen, YC Chen, G Lai, CM Huang Measurement 123, 254-269, 2018 | 76 | 2018 |
| A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions CC Chen, WH Wu, SY Chen, G Lai Engineering Structures 166, 152-166, 2018 | 73 | 2018 |
| Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure CC Chen, WH Wu, F Shih, SW Wang Ndt & E International 66, 16-27, 2014 | 70 | 2014 |
| Application of digital photogrammetry techniques in identifying the mode shape ratios of stay cables with multiple camcorders CC Chen, WH Wu, HZ Tseng, CH Chen, G Lai Measurement 75, 134-146, 2015 | 67 | 2015 |
| Nested lumped‐parameter models for foundation vibrations WH Wu, WH Lee Earthquake Engineering & Structural Dynamics 33 (9), 1051-1058, 2004 | 66 | 2004 |
| Systematic assessment of irregular building–soil interaction using efficient modal analysis WH Wu, JF Wang, CC Lin Earthquake engineering & structural dynamics 30 (4), 573-594, 2001 | 62 | 2001 |
| Structural control considering soil–structure interaction effects HA Smith, WH Wu, RI Borja Earthquake engineering & structural dynamics 23 (6), 609-626, 1994 | 52 | 1994 |
| Application of stochastic subspace identification for stay cables with an alternative stabilization diagram and hierarchical sifting process WH Wu, SW Wang, CC Chen, G Lai Structural Control and Health Monitoring 23 (9), 1194-1213, 2016 | 51 | 2016 |
| Nonlinear lateral, rocking, and torsional vibration of rigid foundations RI Borja, WH Wu, AP Amies, HA Smith Journal of geotechnical engineering 120 (3), 491-513, 1994 | 43 | 1994 |
| Vibration of foundations on incompressible soils with no elastic region RI Borja, WH Wu Journal of geotechnical engineering 120 (9), 1570-1592, 1994 | 38 | 1994 |
| Simple lumped‐parameter models of foundation using mass‐spring‐dashpot oscillators WH Wu, CY Chen Journal of the Chinese Institute of Engineers 24 (6), 681-697, 2001 | 36 | 2001 |
| Effective optimal structural control of soil–structure interaction systems HA Smith, WENHWA WU Earthquake engineering & structural dynamics 26 (5), 549-570, 1997 | 36 | 1997 |
| Nonlinear response of vertically oscillating rigid foundations RI Borja, WH Wu, HA Smith Journal of geotechnical engineering 119 (5), 893-911, 1993 | 34 | 1993 |
| Modal parameter identification for closely spaced modes of civil structures based on an upgraded stochastic subspace methodology WH Wu, SW Wang, CC Chen, G Lai Structure and Infrastructure Engineering 15 (3), 296-313, 2019 | 28 | 2019 |
| Equivalent fixed-base models for soil-structure interaction systems WH Wu Soil Dynamics and Earthquake Engineering 16 (5), 323-336, 1997 | 28 | 1997 |
