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

2021 ◽  
Vol 86 (780) ◽  
pp. 259-266
Author(s):  
Haruhiko SUWADA ◽  
Toshikazu KABEYASAWA ◽  
Tomohisa MUKAI ◽  
Masanobu SAKASHITA ◽  
Hiroto KATO ◽  
...  
2016 ◽  
Vol 81 (720) ◽  
pp. 313-322 ◽  
Author(s):  
Toshikazu KABEYASAWA ◽  
Tomohisa MUKAI ◽  
Hiroshi FUKUYAMA ◽  
Hiroto KATO ◽  
Haruhiko SUWADA ◽  
...  

2012 ◽  
Vol 204-208 ◽  
pp. 869-871
Author(s):  
Cai Hua Wang ◽  
Hui Jian Li ◽  
Jian Feng Wu

The multi-storey reinforced concrete frame structure used lead rubber pad as the base isolation device. The paper had modal analysis of base-isolated multi-storey reinforced concrete frame structure using the ANSYS software. Comparing the frequency and vibration mode before and after isolation under El-Centro wave, It concluded the leader rubber pad have seismic isolation effect for multi-storey reinforced concrete frame structure .


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