8th International Conference on Earthquake Geotechnical Engineering (8ICEGE)
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Session Details

Oral Session18. Performance-based design and codes

[OS-18]Performance-based design and codes

Wed. May 8, 2024 3:30 PM - 5:30 PM JST
Wed. May 8, 2024 6:30 AM - 8:30 AM UTC
Room E 10F 1009
Chairperson: Ardy Arsyad (Hasanuddin University Makassar Indonesia)
3:30 PM - 3:42 PM JST(6:30 AM - 6:42 AM UTC)

[OS-18-01]Geotechnical Performance-Based Seismic Design for Tall Buildings in Seattle

*Michael Chamberlain1, Madan Karkee1, Doug Lindquist1 (1. Haley & Aldrich, Inc)
3:42 PM - 3:54 PM JST(6:42 AM - 6:54 AM UTC)

[OS-18-02]Performance-based assessment of liquefaction-induced free-field ground settlement

Franklin R. Olaya1, *Jonathan D. Bray1 (1. UC Berkeley)
3:54 PM - 4:06 PM JST(6:54 AM - 7:06 AM UTC)

[OS-18-03]Analysis of spatial variability to develop ground investigation density guidance in New Zealand

*Mike Jacka1, Matt Ogden1 (1. Tonkin + Taylor)
4:06 PM - 4:18 PM JST(7:06 AM - 7:18 AM UTC)

[OS-18-04]Seismic Displacement as a Couple: A Beam Analog in Earthquake Engineering

*George Mylonakis1,2, Elia Voyagaki1,2 (1. Khalifa University, 2. University of Bristol)
4:18 PM - 4:30 PM JST(7:18 AM - 7:30 AM UTC)

[OS-18-05]Exploratory study on the applicability of the capacity spectrum method on bridge pile groups

*Simone Alber1, Lampros Sakellariadis1, Manuela Fehr1, Ioannis Anastasopoulos1 (1. ETH Zuerich)
4:30 PM - 4:42 PM JST(7:30 AM - 7:42 AM UTC)

[OS-18-06]Periodic foundation piles for the seismic protection of structures

*Orazio Casablanca1, Giovanni Biondi1, Ernesto Cascone1 (1. University of Messina)
4:42 PM - 4:54 PM JST(7:42 AM - 7:54 AM UTC)

[OS-18-07]Seismic evaluation of an existing anchored steel sheet-pile quay wall in the Ravenna port (Italy)

*Pierluigi Alesiani1, Paolo Ruggeri1, Viviene Marianne Esther Fruzzetti1, Giuseppe Scarpelli1 (1. Università Politecnica delle Marche)
4:54 PM - 5:06 PM JST(7:54 AM - 8:06 AM UTC)

[OS-18-08]Simulation of the Ultimate Bearing Capacity of a Spread Foundation on Sandy Soils: Rigid Plastic FEM Approach with Inclined Load and Size Effect Incorporating Stress-Dependent Non-Linear Yield Function

*Kazuhiro Kaneda1, Masamichi Aoki2, Satoru Ohtsuka3 (1. Chiba Institute of Technology, 2. Takenaka Corporation, 3. Nagaoka University of Technology)
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