Synapse
⌘+K
Synapse
PulseExploreClubsResearchersJournals
Instagram
HomeClubsExplore
February 1, 2001Journal of Structural Engineering

Posttensioned Seismic-Resistant Connections for Steel Frames

View Full Paper
Ask AI
Bookmark
Share

Authors

JRJames M. RiclesLehigh UniversityRSRichard SauseLehigh UniversityMGMaria GarlockPrinceton University

Discussion

Loading...

Member takes

Implication

Key Points

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

Cite This Study

Ricles et al. (2001) studied this question.

synapsesocial.com/papers/6a885c5baf2c2bd0114dee94https://doi.org/10.1061/(asce)0733-9445(2001)127:2(113)
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. 1The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures2000 · 1,163 citations
  2. 2Analysis of three-dimensional frames with flexible beam–column connections1984 · 127 citations
  3. 3Seismic Tests of Precast Beam-to-Column Joint Subassemblages With Unbonded Tendons1996 · 267 citations