Experimental study on a steel frame infill wall based on vertical partitioning technology

2020 ◽  
Vol 213 ◽  
pp. 110565 ◽  
Author(s):  
Xuanhao Cheng ◽  
Zuyin Zou ◽  
Zhanyuan Zhu ◽  
Xiaozhou Huang ◽  
Wei Liang ◽  
...  
Keyword(s):  
Experimental Study ◽  
Steel Frame ◽  
Infill Wall ◽  
Vertical Partitioning

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 steel‐reinforced recycled concrete frame with infill wall

2020 ◽  
Vol 29 (10) ◽  
Author(s):  
Zuqiang Liu ◽  
Jianyang Xue ◽  
Liangjie Qi ◽  
Liang Gao
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Recycled Concrete ◽  
Infill Wall ◽  
Concrete Frame

scholarly journals An Experimental Study on the Strengthening of RC Frames with Soft Storey Irregularities with Different Types of Steel Diagonals

2018 ◽  
Author(s):  
Murat Ozturk ◽  
Tevfik F. Ogutcu
Keyword(s):  
Experimental Study ◽  
Reference Frame ◽  
Behavioral Differences ◽  
Infill Wall ◽  
Loss Of Life ◽  
Soft Storey ◽  
Rc Frames ◽  
Load Carrying ◽  
Made In ◽  
Strengthening Method

When the loss of life and property is considered, it is clear that special precautions must be taken against the earthquakes among the natural disasters. Post-earthquake observations, especially those made in the developing countries, reveal that there are many reasons for the damage and loss of life, not just one. The formation of soft storey irregularity is one of the most important factors among them. In this study, it is aimed to propose an alternative strengthening method to eliminate the adverse effects of the formation of a soft storey irregularity. Four identical frames with two stories and single span were constructed and tested under reverse cyclic loading which simulates the earthquake. The first frame among them was prepared by bonding bricks as an infill wall on two stories and it was considered to be the reference frame. In the 2nd frame, the formation of soft storey irregularity was facilitated by removing the infill wall on the lower story and the behavioral differences were examined. The remaining two frames were strengthened by using steel elements in two different diagonal shapes on the lower story. As a result, the experimental study showed that the strengthening with steel diagonal elements increased the lateral load-carrying capacity of the frame with soft storey behavior by 250% and the energy dissipation by 120% and also provided better results than the reference frame.

Experimental study on spatial prefabricated self-centering steel frame with beam-column connections containing bolted web friction devices

2019 ◽  
Vol 195 ◽  
pp. 1-21 ◽  
Author(s):  
Yanxia Zhang ◽  
Quangang Li ◽  
Yan Zhuge ◽  
Anran Liu ◽  
Wenzhan Zhao
Keyword(s):  
Experimental Study ◽  
Steel Frame

scholarly journals Experimental Study on Seismic Behavior of K-type Eccentrically Braced Steel Frame with Semi-rigid Joints

2020 ◽  
Vol 455 ◽  
pp. 012031
Author(s):  
Qiang Shi ◽  
Jin Su ◽  
Xinwu Wang ◽  
Yan Shilin
Keyword(s):  
Experimental Study ◽  
Seismic Behavior ◽  
Steel Frame ◽  
Rigid Joints

A Experimental Study on Fire Resistance Performance of Board Encased Steel Frame Used in Modular House

2015 ◽  
Vol 15 (1) ◽  
pp. 223-229
Author(s):  
Jae Hong An ◽  
In Hwan Yeo ◽  
Jae Sung Park
Keyword(s):  
Experimental Study ◽  
Fire Resistance ◽  
Steel Frame ◽  
Resistance Performance

Experimental study of beam-column connections with web opening in a low-rise steel frame

2007 ◽  
Vol 26 (3) ◽  
pp. 263-276 ◽  
Author(s):  
Xiuli Wang ◽  
Zhanzhong Yin ◽  
Qingfu Li ◽  
Shizhao Shen
Keyword(s):  
Experimental Study ◽  
Steel Frame ◽  
Web Opening
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