| The dynamics of interstructural connection to prevent pounding BD Westermo Earthquake engineering & structural dynamics 18 (5), 687-699, 1989 | 219 | 1989 |
| Periodic response of a sliding oscillator system to harmonic excitation B Westermo, F Udwadia Earthquake engineering & structural dynamics 11 (1), 135-146, 1983 | 195 | 1983 |
| Effects of surface and subsurface irregularities on the amplitudes of monochromatic waves HL Wong, MD Trifunac, B Westermo Bulletin of the Seismological Society of America 67 (2), 353-368, 1977 | 81 | 1977 |
| A note on the correlation of frequency-dependent duration of strong earthquake ground motion with the modified Mercalli intensity and the geologic conditions at the recording … MD Trifunac, B Westermo Bulletin of the Seismological Society of America 67 (3), 917-927, 1977 | 56 | 1977 |
| Dependence of the duration of strong earthquake ground motion on magnitude, epicentral distance, geologic conditions at the recording station and frequency of motion MD Trifunac, BD Westermo University of Southern California, Department of Civil Engineering, 1976 | 51 | 1976 |
| Duration of strong earthquake shaking MD Trifunac, BD Westermo International Journal of Soil Dynamics and Earthquake Engineering 1 (3), 117-121, 1982 | 48 | 1982 |
| The critical excitation and response of simple dynamic systems BD Westermo Journal of sound and vibration 100 (2), 233-242, 1985 | 44 | 1985 |
| Strain monitoring apparatus and methods for use in mechanical structures subjected to stress B Westermo, LD Thompson US Patent 5,086,651, 1992 | 32 | 1992 |
| Correlations of the frequency dependent duration of strong earthquake ground motion with the magnitude, epicentral distance, and the depth of sediments at the recording site BD Westermo, MD Trifunac University of Southern California, Department of Civil Engineering, 1978 | 32 | 1978 |
| New strain measurement technology for material damage assessment LD Thompson, BD Westermo Smart Structures and Materials 1994: Smart Sensing, Processing, and …, 1994 | 26 | 1994 |
| Correlations of frequency dependent duration of strong earthquake ground motion with the Modified Mercalli Intensity and the geologic conditions at the recording stations MD Trifunac, BD Westermo University of Southern California, Department of Civil Engineering, 1976 | 25 | 1976 |
| Design and evaluation of passive and active structural health monitoring systems for bridges and buildings BD Westermo, LD Thompson Smart Structures and Materials 1995: Smart Systems for Bridges, Structures …, 1995 | 24 | 1995 |
| Correlations of the frequency dependent duration of strong ground motion with the modified Mercalli intensity and the depth of sediments at the recording site BD Westermo, MD Trifunac University of Southern California, Department of Civil Engineering, 1979 | 21 | 1979 |
| Smart structural monitoring: A new technology BD Westermo Int'l Journal of Sensors, 1994 | 20 | 1994 |
| A peak strain sensor for damage assessment and health monitoring B Westermo, LD Thompson Technomic Publishing Co, Inc, Structural Health Monitoring: Current Status …, 1997 | 17 | 1997 |
| Seismic risk tables for pseudo relative velocity spectra in regions with shallow seismicity BD Westermo, JG Anderson, MD Trifunac, M Dravinski CE 80-01, 1980 | 15 | 1980 |
| Monitoring based maintenance for civil engineering structures. L Thompson, B Westermo, M Tominaga Structural Safety and Reliability: ICOSSAR'01, 2001, 2001 | 12 | 2001 |
| The Development of a New Strain Measurement Methodology for Structural Damage Assessment and Monitoring LD Thompson, B Westermo Advances in Instrumentation and Control, Instrument Society of America 47 …, 1992 | 12 | 1992 |
| A New Testing and Evaluation Technology for Damage Assessment and Residual Life Estimation in Aircraft Structures B Westermo, L Thompson Proceedings of the 14th Aerospace Testing Seminar, 5-10, 1993 | 11 | 1993 |
| On the fundamental differences of three basic soil-structure interaction models BD Westermo Proc. 6th World Conf. On Earthq. Engng. 2, 1455-1460, 1977 | 9 | 1977 |
