Behavior of Precast Concrete Beam-to-Column Connection with U- and L-bent Bar Anchorages Placed Outside the Column Panel–experimental Study

Author:

Wahjudi Dicky I.,Suprobo Priyo,Sugihardjo Hidajat,Tavio

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference8 articles.

1. Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352R-02);ACI-ASCE Committee 352,2002

2. Building Code Requirements for Structural Concrete (ACI 318-08);ACI Committee 318,2008

3. Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05);ACI Committee 374,2005

4. Minimum Design Loads for Buildings and Other Structures (ASCE 7-05);ASCE-SEI,2006

5. Damages to Beam-to-Column Joint Panels of R/C Buildings Caused by The 1995 Hyogo-ken Nanbu Earthquake and The Analysis;Hirosawa,2000

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