Seismic Behavior of Unreinforced Hollow Clay Tile Infilled Frames

2009 ◽  
pp. 91-91-12 ◽  
Author(s):  
RD Flanagan ◽  
RM Bennett ◽  
JE Beavers
Keyword(s):  
Seismic Behavior ◽  
Infilled Frames ◽  
Clay Tile

A database of test results from steel and reinforced concrete infilled frame experiments

2020 ◽  
Vol 36 (3) ◽  
pp. 1525-1548 ◽  
Author(s):  
Honglan Huang ◽  
Henry V Burton
Keyword(s):  
Seismic Behavior ◽  
Experimental Investigations ◽  
Test Results ◽  
Learning Models ◽  
Infilled Frames ◽  
Infilled Frame ◽  
Infill Panels ◽  
Different Types ◽  
Failure Mode Classification ◽  
Machine Learning Models

Extensive experimental investigations into the behavior of reinforcement concrete and steel frames with infill have been conducted worldwide. However, there are very few systematically created and publicly available databases on infilled frame experiments. This article assembles a database of 264 experiments on single-story infilled frames, which includes specimens with different types of frames and panels. It has been utilized by the authors (in separate studies) to develop (1) empirical equations for modeling the infill panels as equivalent struts and (2) machine learning models for failure mode classification. The intent is for the database to be augmented and further used in various other applications in studying the seismic behavior of masonry-infilled frames.

Summary of Seismic Performance of the Frame Structure with Infill-Walls

2014 ◽  
Vol 501-504 ◽  
pp. 1600-1603
Author(s):  
Wei Jie Hao ◽  
Xing Fu Hu
Keyword(s):  
Seismic Performance ◽  
Seismic Behavior ◽  
Frame Structure ◽  
Infill Walls ◽  
Infilled Frames

Frame structure with infill-walls has been widely used in China, Many domestic experts and scholars have done a great deal studies on the seismic behavior of infilled frames and theorizes that the infill-walls greatly influences the frame structure on seismic behavior. In this paper, summarized the seismic performance of infilled frames from three aspects: the arrangement and structure of infill walls and their connection with frame beam-column.

Bidirectional Behavior of Structural Clay Tile Infilled Frames

1999 ◽  
Vol 125 (3) ◽  
pp. 236-244 ◽  
Author(s):  
Roger D. Flanagan ◽  
Richard M. Bennett
Keyword(s):  
Infilled Frames ◽  
Clay Tile

In-Plane Behavior of Structural Clay Tile Infilled Frames

1999 ◽  
Vol 125 (6) ◽  
pp. 590-599 ◽  
Author(s):  
Roger D. Flanagan ◽  
Richard M. Bennett
Keyword(s):  
Infilled Frames ◽  
Clay Tile

scholarly journals Shake table testing of structural clay tile infilled frames

1996 ◽  
Author(s):  
R.M. Bennett ◽  
J.J. Fowler ◽  
R.D. Flanagan
Keyword(s):  
Shake Table ◽  
Shake Table Testing ◽  
Infilled Frames ◽  
Clay Tile

Effects of openings on the seismic behavior and performance level of concrete shear walls

2019 ◽  
Author(s):  
Hossein Alimohammadi ◽  
Mostafa Dalvi Esfahani ◽  
Mohammadali Lotfollahi Yaghin
Keyword(s):  
Static Analysis ◽  
Cross Section ◽  
Seismic Behavior ◽  
Shear Walls ◽  
Shear Wall ◽  
Constant Cross Section ◽  
Added Resistance ◽  
Different Shapes ◽  
And Performance ◽  
Abaqus Software

In this study, the seismic behavior of the concrete shear wall considering the opening with different shapes and constant cross-section has been studied, and for this purpose, several shear walls are placed under the increasingly non-linear static analysis (Pushover). These case studies modeled in 3D Abaqus Software, and the results of the ductility coefficient, hardness, energy absorption, added resistance, the final shape, and the final resistance are compared to shear walls without opening.

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