STATIC LOADING TEST ON A FULL-SCALE FIVE STORY REINFORCED CONCRETE FRAME STRUCTURE WITH WING WALLS, SPANDREL WALLS, AND HANGING WALLS

This study proposes a disaster resilient structural design of reinforced concrete buildings with ordinary construction approach, and demonstrates the seismic capacity by the full-scale test on five-story reinforced concrete buildings. In this design, the building produces base shear coefficient high...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of Structural and Construction Engineering (Transactions of AIJ) 2021, Vol.86(780), pp.259-266
Hauptverfasser: SUWADA, Haruhiko, KABEYASAWA, Toshikazu, MUKAI, Tomohisa, SAKASHITA, Masanobu, KATO, Hiroto, FUKUYAMA, Hiroshi, TESHIGAWARA, Masaomi, KUSUNOKI, Koichi
Format: Artikel
Sprache:jpn
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!