scholarly journals CYCLIC LOADING TEST OF THE FULL SCALE EXISTING RAILWAY HINGE SUPPORT STEEL RIGID FRAME PIER ON SEISMIC PERFORMANCE

2004 ◽  
pp. 203-216
Author(s):  
Makoto YASUHARA ◽  
Hideo FUJIHASHI ◽  
Atsushi ICHIKAWA ◽  
Chitoshi MIKI
Keyword(s):  
Cyclic Loading ◽  
Seismic Performance ◽  
Full Scale ◽  
Loading Test ◽  
Cyclic Loading Test ◽  
Rigid Frame ◽  
Hinge Support

SEISMIC BEHAVIOR OF FRAMES WITH UNEVEN LARGE SECTION BEAMS OF TRADITIONAL WOODEN STRUCTURE

2015 ◽  
Vol 2 (1) ◽  
Author(s):  
Noriko Takiyama ◽  
Naoto Idate
Keyword(s):  
Cyclic Loading ◽  
Seismic Performance ◽  
Seismic Behavior ◽  
Failure Behavior ◽  
Shear Forces ◽  
Loading Test ◽  
Large Section ◽  
Cyclic Loading Test ◽  
Directional Dependence ◽  
The One

We report the progress of our research on understanding the seismic performance of frames with uneven large section beams and clarify the influence of the height of beams and the shape of fitting type joints on the behavior of the frame. In this study, we conducted a cyclic loading test for four test frames with spans of one or two and investigated the seismic performance and failure behavior. The major findings for the two-span frames are summarized as follows. (a) They caused fatal damage more readily than the one-span frames. The column that was caught in the even beams broke before other damage occurred. (b) Because of the asymmetry of the frame or the shape of the column-beam joints, the shear forces had directional dependence.

Experimental test for mechanical properties of new tenon composite wall using thermal self-insulation block

2020 ◽  
Vol 24 (1) ◽  
pp. 79-89
Author(s):  
Dongyue Wu ◽  
Hui Su ◽  
Shilin Wang ◽  
Wei Chen
Keyword(s):  
Cyclic Loading ◽  
Seismic Performance ◽  
Thermal Insulation ◽  
Failure Modes ◽  
Mechanical Performance ◽  
Mechanical Parameters ◽  
Loading Test ◽  
Cyclic Loading Test ◽  
Low Cyclic Loading ◽  
Force Displacement

Concrete hollow blocks have the advantages of simplified construction, reduced construction time, and better thermal performance, and can thereby achieve energy conservation in building engineering and significantly improved thermal and mechanical performance. A new tenon composite block is presented to achieve better self-thermal insulation and mechanical performance by integrating thermal materials into blocks. The tenon composite block application requires satisfying mechanical and seismic performance. Therefore, to prove the mechanical and seismic performance of the tenon composite block, a low cyclic loading test was performed on two self-thermal insulation wall specimens: the tenon composite block and the “Martha” block (used as the comparison specimen). The crack distributions, failure modes, force–displacement data expressed using hysteresis and skeleton curves, mechanical parameters of strengths, displacements, ductility coefficients, stiffness degradations, and equivalent viscous damping coefficients of the two specimens were analyzed in the low cyclic loading test. By analyzing the specimen crack distributions and failure modes, the tenon composite block was proven capable of effectively connecting the heat insulation and loading bearing parts. The differences in the force–displacement data and the mechanical parameters between the tenon composite block and “Martha” block specimens, such as the higher strength and stiffness of the tenon composite block specimen and similar ductility performance with the widely applied “Martha” specimen, were mainly caused by the size differences between the tenon composite block and “Martha” specimens. Finally, suggestions for tenon composite block applications are proposed to overcome the limitations of the tenon composite block’s ability to consume seismic energy.

scholarly journals SEISMIC PERFORMANCE OF C-BENT COLUMNS BASED ON A CYCLIC LOADING TEST

2003 ◽  
pp. 171-189 ◽  
Author(s):  
Kazuhiko KAWASHIMA ◽  
Gakuho WATANABE ◽  
Shunsuke HATADA ◽  
Ryoji HAYAKAWA
Keyword(s):  
Cyclic Loading ◽  
Seismic Performance ◽  
Loading Test ◽  
Cyclic Loading Test

Discrete element modeling of deformable pinewood chips in cyclic loading test

2019 ◽  
Vol 345 ◽  
pp. 1-14 ◽  
Author(s):  
Yidong Xia ◽  
Zhengshou Lai ◽  
Tyler Westover ◽  
Jordan Klinger ◽  
Hai Huang ◽  
...  
Keyword(s):  
Cyclic Loading ◽  
Discrete Element ◽  
Discrete Element Modeling ◽  
Loading Test ◽  
Cyclic Loading Test ◽  
Element Modeling
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