scholarly journals EXPERIMENTAL STUDY ON STRENGTH AND DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMN AND STEEL BEAM STRUCTURE JOINT OF THROUGH COLUMN TYPE : Part 3 Experimental study of seismic performance on frame structure with steel brace

1999 ◽  
Vol 64 (525) ◽  
pp. 117-124
Author(s):  
Hitoshi MORIMOTO ◽  
Masakazu ICHIKAWA ◽  
Jun FURUKAWA ◽  
Hisataka YONEOKU ◽  
Yasuhiro MATSUZAKI
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Frame Structure ◽  
Steel Beam ◽  
Concrete Column ◽  
Deformation Capacity ◽  
Beam Structure ◽  
Reinforced Concrete Column ◽  
Column Type ◽  
Strength And Deformation

Experimental study on seismic performance of suspended ceiling components

2021 ◽  
Author(s):  
Yong Wang ◽  
Huanjun Jiang ◽  
Chen Wu ◽  
Zihui Xu ◽  
Zhiyuan Qin
Keyword(s):  
Experimental Study ◽  
Energy Dissipation ◽  
Seismic Performance ◽  
Seismic Vulnerability ◽  
Axial Loading ◽  
Deformation Capacity ◽  
Severe Damage ◽  
Strong Earthquakes ◽  
Static Tests ◽  
Load Carrying

<p>Suspended ceiling systems (SCSs) experienced severe damage during strong earthquakes that occurred in recent years. The capacity of the ceiling component is a crucial factor affecting the seismic performance of SCS. Therefore, a series of static tests on suspended ceiling components under monotonic and cyclic loadings were carried out to investigate the seismic performance of the ceiling components. The ceiling components include main tee splices, cross tee latches and peripheral attachments. All specimens were tested under axial loading. Additionally, the static tests of cross tee latches subjected to shear and bending loadings were performed due to their seismic vulnerability. The failure pattern, load-carrying ability, deformation capacity and energy dissipation of the ceiling components are presented in detail in this study.</p>

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