Paper | SC Solutions

Analysis of Existing Piles with Missing Data in Seismic Retrofit Design at the Port of Oakland

Jan 1, 2001

This paper presents results of a study conducted during the Seismic Risk Evaluation Phase of the Port of Oakland’s (California) Wharf and Embankment Strengthening Program (WESP). It estimates the response of existing piles with missing pile-driving records, to...

Seismic Analysis and Design of the AISI LRFD Design Examples of Steel Highway Bridges

Nov 1, 2000

SR5 Lake Washington Ship Canal Bridge Pushover Analysis

Oct 18, 1999

In this paper the results of SC Solutions’ performance-based evaluation of the as-built Unit 10 frame of the SR5 Lake Washington Ship Canal Bridge are presented. This unit is a three-span frame, located between bridge piers 24 and 27 on the north approach to the...

Reactor-Scale Models for RF Diode Sputtering of Metal Thin-Films

Sep 1, 1999

Performance-Based Seismic Design for Bridges

Aug 27, 1999

Design criterion and methodologies have been developed and implemented that require bridges to be without significant damage following severe ground shaking. The design philosophy used to obtain these results is often referred to as “Performance Based Design.” These...