Field measurements for calibration of simplified models of the stiffening effect of infill masonry walls in high-rise RC framed and shear-wall buildings

Author:

Zhou Yun,Pei Yilin,Zhou Yi,Hwang Hyeon-Jong,Yi Weijian

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference62 articles.

1. ASCE (2006), Minimum Design Loads for Buildings and Other Structures, Reston, VA.

2. ASCE (2011), Structural Identification of Constructed Systems: A State-of-the-art Report, ASCE-SEI Structural Identification of Constructed Systems Committee, Reston, VA.

3. Asteris PG, Antoniou ST, Sophianopoulos DS and Chrysostomou CZ (2011), “Mathematical Macromodeling of Infilled Frames: State of the Art,” Journal of Structural Engineering, 137(2): 1508–1517.

4. Asteris PG, Cotsovos DM, Chrysostomou CZ, Mohebkhah A and Al-Chaar GK (2013), “Mathematical Micromodeling of Infilled Frames: State of the Art,” Engineering Structures, 56(2): 1905–1921.

5. Ashok E, Dinesh SV and Dattatreya JK (2015), “Seismic Vulnerability Assessment and Comparison of RC Buildings with and without Infill Using Pushover Analysis,” Journal of Civil Engineering and Environment Technology, 2(2): 7–11.

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