scholarly journals AN EXPERIMENTAL RESEARCH ON COMPOSITE BEARING-WALL USING DEFORMATION OF VISCOELASTIC MATERIAL AND ELASTIC BUCKLING DEFORMATION OF STEEL PLATE : Part2 Case of the wooden structure

2002 ◽  
Vol 67 (556) ◽  
pp. 189-196 ◽  
Author(s):  
Hirotsugu KONDO ◽  
Isamu TSUKAGOSHI
Keyword(s):  
Experimental Research ◽  
Viscoelastic Material ◽  
Steel Plate ◽  
Elastic Buckling ◽  
Wooden Structure ◽  
Composite Bearing

Experimental research on special steel frame with stiffened double steel plate shear wall

2022 ◽  
Vol 189 ◽  
pp. 107067
Author(s):  
Zi-Qin Jiang ◽  
Tian Yan ◽  
Ai-Lin Zhang ◽  
Lei Su ◽  
Cun-Jie Shen
Keyword(s):  
Experimental Research ◽  
Steel Plate ◽  
Shear Wall ◽  
Steel Frame ◽  
Special Steel ◽  
Steel Plate Shear Wall

scholarly journals Analysis of laser cut slots on different thickness steel plates

2021 ◽  
Author(s):  
Sergiu Constantin Olaru ◽  
Margareta Coteaţă ◽  
Gheorghe Nagîţ ◽  
Adelina Hriţuc ◽  
Oana Dodun ◽  
...  
Keyword(s):  
Laser Beam ◽  
Mathematical Models ◽  
Experimental Research ◽  
Steel Plate ◽  
Cutting Process ◽  
Steel Plates ◽  
Different Thickness ◽  
Plate Type ◽  
Machined Surfaces

One of the processes used to separate parts from plate-type workpiece is laser beam cutting. The evaluation of the quality of the machined surfaces can be performed by taking into account the influence exerted by some input factors in the cutting process on the width of the slot and on the roughness of the surfaces generated by the laser beam cutting process. The paper presents the results of experimental research performed on a steel plate type workpiece. The objective pursued was to reveal the influence exerted by several input factors of the laser beam cutting process on some output parameters of this process. Empirical mathematical models corresponding to the output parameters taken into account were established. It was possible to order the input factors in the process by taking into consideration their weight in the values of the output parameters.

Parametric Analysis on Elastic Buckling Performance of Low Yield Point Steel Plate Shear Wall with Two-Side Connections

2020 ◽  
Vol 20 (6) ◽  
pp. 1945-1959
Author(s):  
Shenggang Fan ◽  
Runmin Ding ◽  
Shaoru Zeng ◽  
Chenxu Li ◽  
Chengliang Liu
Keyword(s):  
Yield Point ◽  
Parametric Analysis ◽  
Steel Plate ◽  
Shear Wall ◽  
Elastic Buckling ◽  
Steel Plate Shear Wall

Experimental research on the behavior of masonry walls reinforced with dry-connected steel plate frames under axial compression

2021 ◽  
pp. 103732
Author(s):  
Yonghui Hou ◽  
Kangkang Duan ◽  
Shuangyin Cao ◽  
Jianzhao Liu ◽  
Denghu Jing ◽  
...  
Keyword(s):  
Axial Compression ◽  
Experimental Research ◽  
Steel Plate ◽  
Masonry Walls

Experimental research on the shear behavior of brick walls reinforced with dry-connected steel plate frames

2021 ◽  
Vol 249 ◽  
pp. 113336
Author(s):  
Yonghui Hou ◽  
Kangkang Duan ◽  
Shuangyin Cao ◽  
Jianzhao Liu ◽  
Denghu Jing ◽  
...  
Keyword(s):  
Experimental Research ◽  
Steel Plate ◽  
Shear Behavior

Experimental Research on Strengthened by Gluing Steels Seismic Behaviour for Earthquake Damaged Railway Bridge with Gravity Piers

2013 ◽  
Vol 838-841 ◽  
pp. 1145-1148
Author(s):  
Ming Bo Ding ◽  
Xing Chong Chen
Keyword(s):  
Energy Dissipation ◽  
Experimental Research ◽  
Steel Plate ◽  
Horizontal Load ◽  
Railway Bridge ◽  
Seismic Behaviour ◽  
Static Test ◽  
Railway Bridges ◽  
Energy Dissipation Capacity ◽  
Comparison And Analysis

In order to study the seismic performance of steel plate reinforcement on gravity piers in railway bridges, a quasi-static test was conducted on the 0.2% steel ratio pier model. Shearing damage on the pier model occurred on the action of horizontal load. Steel-bonded reinforcement was conducted on the damaged model, and comparison and analysis were made based on the failure mode, bearing capacity, ductility, energy dissipation capacity and stiffness degradation.

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