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PERFORMANCE-BASED DESIGN OF GRAVITY … · Performance-Based Design of Gravity Retaining Walls under Seismic Actions 279 The vertical seismic coefficient kv is a function of the horizontal
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20-1 Seismic Design Methodology - Caltrans...Memo to Designers (MTD) 20-1 outlines the bridge category and classification, seismic performance criteria, seismic design philosophy and
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MEMO TO DESIGNERS ANUARY LRFD · 2019-12-04 · LRFD MEMO TO DESIGNERS 20-22 • JANUARY 2019 20-22 SEISMIC DESIGN OF ORDINARY BRIDGES WITH ISOLATION BEARINGS 1 ©2018 California