We hope you will join us for our seventh 2025 AEG Inland Empire meeting. The meeting will be held Wednesday, July 9, at the Old Spaghetti Factory, in Rancho Cucamonga. This is a “north” venue of our roving AEG-IE meeting locations. Looking forward to seeing you there!
UPCOMING MEETING NOTICE
*** Wednesday, July 9, 2025 ***
Download the Announcement ![]()
| Topic: | Site Response Analysis and Future Directions in Seismic Hazard Analysis |
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| Speaker: | Dr. Kenneth Hudson, Hudson Geotechnics |
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| Date: | Wednesday, July 9, 2025 Social hour: 5:30 pm Dinner: 6:30 pm Presentation: 7:30 pm |
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| Location: | The Old Spaghetti Factory 11896 Foothill Blvd Rancho Cucamonga, CA 91730 |
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| Cost: | $45 per person with advance reservations for AEG members, $50 for non-AEG members, $50 for anyone without reservations (at the door), and $10 for students with a valid student ID and current AEG Student membership; the Student Membership is FREE, but it sometimes takes a few days to receive a student membership. |
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| Food: | Food from The Spaghetti Factory |
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| RSVP: | Registration has closed as of 12:00pm on July 7, 2025. With questions, please email meetings@aeg-ie.org. | Email AEG-IE at meetings@aeg-ie.org Please make reservations prior to 12:00pm on July 7, 2025. |
| Presentation Summary: | |
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This presentation explores the fundamentals and advancements in site response analysis, with a focus on Chapter 21.1 of ASCE 7. The discussion begins by addressing the theory of seismic site response, explaining how soil layers influence ground motion during earthquakes, followed by the theory of 1-dimensional (1D) site response analysis, which models wave propagation through vertically layered media. Liquefaction analysis is also briefly covered, highlighting its critical role, as the potential for liquefaction requires site response analysis under ASCE 7. Critical site characterization techniques are then outlined, essential for gathering data to inform 1D site response models, including measurements of soil properties, shear wave velocity profiles, and subsurface layering to capture site-specific dynamic behavior. The construction of 1D site response models is detailed, emphasizing methods to derive input properties—such as shear modulus, damping, and material nonlinearity—from site characterization data. The calculation process is clarified, highlighting how these models simulate the amplification or attenuation of seismic waves through soil layers. Building on the ASCE 7 framework, the results are extended to a non-ergodic site term ground motion model approach, integrating site-specific responses with probabilistic hazard curves via convolution. This advanced method accounts for local site conditions in a probabilistic manner, moving beyond traditional ergodic assumptions. By exploring this non-ergodic approach, the presentation provides insight into the future direction of seismic hazard analysis, offering improved precision for geologic applications. |
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| Speaker Biography: | |
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Kenneth (Ken) Hudson is a specialist in geology, strong ground motions, and engineering seismology. He obtained a BS in Earth Science with emphases in geology and geophysics in 2016 and a MS in geophysics in 2017 from the University of California, Santa Barbara. Dr. Hudson began working in industry in 2017 and then began attending courses at the University of California, Los Angeles simultaneously in 2018 where he obtained a MS and PhD in Geotechnical Engineering in 2020 and 2023, respectively. As a licensed Professional Geologist in the state of California, Dr. Hudson has worked on geologic, geotechnical, and seismic design aspects for high-rise buildings, rail transportation systems, hospitals, schools, and other public and private facilities in the greater Los Angeles Area and internationally. Dr. Hudson has extensive geologic field experience and expertise in large scale computational and statistical analyses for application in geologic and geotechnical problems. |
