Hysteretic behavior of exterior post-tensioned flat plate connections-Reference-Cited by-同舟云学术

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Hysteretic behavior of exterior post-tensioned flat plate connections

Published:2006-12 Issue:14 Volume:28 Page:1983-1996
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Han Sang Whan,Kee Seong-Hoon,Park Young-Mi,Lee Li-Hyung,Kang Thomas H.-K.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Building code requirements for reinforced concrete (ACI 318-05);ACI committee 318,2005

2. Seismic design considerations for flat-plate construction;Moehle,1996

3. International code council. International building code (IBC-03). Whittier (CA); 2003. p. 656

4. Lateral displacement ductility of reinforced concrete flat plates;Pan;Struct J, ACI,1989

5. Cyclic testing of slab–column connections with shear reinforcement;Robertson;Struct J, ACI,2002

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1. Shear Strength of Post-Tensioned Slab-Column Connections: Reevaluation of ACI 318-19 Code;ACI Structural Journal;2024-07-01

2. Computer-based design optimization of post-tensioned anchor for single-strand;ADV COMPUT DES;2021

3. Seismic details for exterior connections of post-tensioned flat slabs to steel columns using steel plates, vertical stiffeners and bolts;Journal of Building Engineering;2021-04

4. Grouting and pull-out tests of hollow-type prestressing-strands for an internal strengthening system;Engineering Structures;2020-03

5. Effects of Tendon Arrangements on Two-Way Unbonded Post-Tensioned Slab-Edge Column Connections;ACI Structural Journal;2020-03-01

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