Experimental Study on Seismic Performance of Prefabricated Beam Wall Out-of-Plane Connection Nodes with Different Anchoring Measures

2021 ◽  
Author(s):  
Xianhong Meng ◽  
Keyu Liu ◽  
Zongqi Li ◽  
Liankai Sha
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Out Of Plane

Experimental Study on the Seismic Performance of Columns Reinforced by the CFRP Bar and Sheet

2021 ◽  
Author(s):  
Jun Zhao ◽  
Wenbo Ren ◽  
Xiaohui Ruan ◽  
Xinglong Gong ◽  
Chenzhe Si
Keyword(s):  
Experimental Study ◽  
Seismic Performance

scholarly journals Experimental Study on Seismic Performance of Eccentrically Braced Steel Frame with Full Bolts Connection

2021 ◽  
Vol 719 (2) ◽  
pp. 022051
Author(s):  
Xin Zhou ◽  
Xinwu Wang ◽  
Yongqiang Yu ◽  
Tong Li ◽  
Qiang Shi
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Steel Frame

Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading

2011 ◽  
Vol 243-249 ◽  
pp. 1435-1438 ◽  
Author(s):  
Ming Chen ◽  
Yang Sun ◽  
Bing Qian Pi
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Seismic Performance ◽  
Engineering Application ◽  
Steel Structure ◽  
Energy Performance ◽  
Gusset Plate ◽  
Cold Formed Steel ◽  
Bolt Spacing ◽  
Steel Section

The double C steel section is made of two C steels with gusset plate through bolts. A ridge joint of double C steel is studied through experiment under cyclic loading in this paper. Through the four specimens with different gusset-plate’s thickness and bolt spacing, we analyze the effect of the gusset-plate’s thickness and bolt spacing on stiffness, ductility and energy performance. At last we recommend the suitable gusset-plate’s thickness. The results can give a reference to the engineering application of cold-formed steel structure.

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>

Experimental study and analysis on seismic performance of special-shaped steel reinforced concrete column frame

Structures ◽  
2022 ◽  
Vol 37 ◽  
pp. 353-363
Author(s):  
Cun Hui ◽  
Yonggang Li ◽  
Ke Li ◽  
Ran Hai ◽  
John J. Myers ◽  
...  
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Seismic Performance ◽  
Concrete Column ◽  
Reinforced Concrete Column ◽  
Steel Reinforced Concrete
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