Synapse
⌘+K
Synapse
PulseExploreClubsResearchersJournals
Instagram
HomeClubsExplore
August 13, 2013Journal of Bridge Engineering

Seismic Resistance of Socket Connection between Footing and Precast Column

View Full Paper
Ask AI
Bookmark
Share

Authors

OHOlafur HaraldssonUniversity of IcelandTJTodd M. JanesUniversity of WashingtonMEMarc O. EberhardUniversity of Washington

Discussion

Loading...

Member takes

Overview

Key Points

Key points are not available for this paper at this time.

Cite This Study

Haraldsson et al. (2013) studied this question.

synapsesocial.com/papers/69db88d75017fa0be2a3c077https://doi.org/10.1061/(asce)be.1943-5592.0000413
View Full Paper
Ask AI
Bookmark
Share

Also Consider

Synapse has enriched 3 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Seismic Assessment and Retrofit of Bridge Column Footings1996 · 42 citations
  2. 2Development of a precast concrete bent-cap system2008 · 48 citations
  3. 3Large-Bar Connection for Precast Bridge Bents in Seismic Regions2009 · 95 citations