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INSTRUCTORS:
Kip Skabar, P.E., P.Eng., ENV SP
Lance Menzies, P.Eng.
Laura Quiroz, EIT, MASc
Eric T. Fleet, P.E., LEED Green Associate
Samir Nomani, EIT
Di Liu, P.E.
Purpose and Background
These presentations were recorded at the ASCE Ports Conference 2025
Seaspan Outfitting Pier Case Study: Soil Structure Interaction Analysis (20 minutes)
This presentation examines the complex soil-structure interaction (SSI) analysis performed for the Seaspan Outfitting Pier, located in a seismically active marine environment. It outlines the geotechnical and structural modeling used to evaluate lateral spreading, ground motion effects, and pile performance. The session highlights the use of 3D finite element analysis and how SSI informed the design of resilient waterfront infrastructure. Attendees will gain insights into designing pile-supported piers that account for realistic soil behavior under seismic loading.
The First Greenfield Marine Oil Terminal in California in 30 Years – Lessons Learned (20 min)
Explore the design and delivery of California’s first new greenfield marine oil terminal in three decades. This session highlights permitting challenges, geotechnical and seismic design strategies, and lessons learned from constructing a modern terminal in a high-regulation environment. Emphasis is placed on risk mitigation, stakeholder coordination, and design flexibility to meet evolving standards. Attendees will learn how to navigate complex regulatory frameworks while ensuring technical excellence in marine oil infrastructure.
Applied Crane Load Modeling Study for the Design of Container Terminal Crane Beam and Support Piles (16 minutes)
This presentation presents a detailed study on modeling the dynamic loads from ship-to-shore (STS) container cranes for design of crane beams and pile foundations. It covers the effects of wheel spacing, operational forces, and load distribution under static and moving conditions. The session emphasizes practical tools and assumptions used in both design and peer review processes. Attendees will understand how applied modeling improves structural efficiency and reduces uncertainty in terminal crane infrastructure design.
STS Crane-Wharf Seismic Response and Design Considerations (22 minutes)
This session explores the seismic performance of STS crane–wharf systems and the interaction between structural and mechanical elements during earthquake events. Key topics include wharf stiffness, crane restraint systems, and performance objectives under varying levels of ground motion. Real project examples illustrate the challenges of meeting both operational and seismic safety criteria. Attendees will learn how to balance design requirements for equipment functionality and infrastructure resilience in seismically active ports.
Benefits and Learning Outcomes
Upon completion of this course, you will be able to:
- Analyze how soil-structure interaction modeling informs the seismic design of pile-supported marine piers in laterally spreading ground conditions.
- Describe the permitting, seismic design, and risk mitigation strategies used in delivering a modern greenfield marine oil terminal under strict regulatory constraints.
- Explain how applied crane load modeling affects the structural design of crane beams and support piles for STS container terminals.
- Evaluate seismic design considerations for STS crane–wharf systems, including structural interaction, performance levels, and restraint system behavior.
Assessment of Learning Outcomes
Students' achievement of the learning outcomes will be assessed via a short post-test assessment (true-false, multiple choice, and/or fill in the blank questions).
Who Should Attend?
- Port engineers
- Port authority staff
- Project managers
- General contractors
- Early career professionals
How to Earn Your CEUs/PDHs and Receive Your Certificate of Completion
To receive your certificate of completion, you will need to complete a short post-test and receive a passing score of 70% or higher within 1 year of purchasing the course.
How do I convert CEUs to PDHs?
1.0 CEU = 10 PDHs [Example: 0.1 CEU = 1 PDH]