Influence of rooftop telecommunication tower on set back-step back building resting on different ground slopes

Author:

Thakur Amit,Ashish Deepankar Kumar,Verma Surender Kumar

Publisher

Springer Science and Business Media LLC

Subject

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

Reference32 articles.

1. Amiri GG and Mcclure G (1996), “Seismic Response of Tall Guyed Telecommunication Towers,” Proceeding of 11th World Conference on Earthquake Engineering, Acapulco, Mexico, June, Paper No. 1882ISBN: 0-08-042822-3

2. Amiri GG, Barkhordari MA, Massah SR and Vafaei MR (2007), “Earthquake Amplification Factors for Self-supporting 4-legged Telecommunication Towers,” World Applied Sciences Journal, 2(6): 635–643.

3. Bhosale N, Kumar P and Pandey AD (2012), “Influence of Host Structure Characteristics on Response of Rooftop Telecommunication Tower,” International Journal of Civil and Structural Engineering, 2(3): 737–748.

4. Birajdar BG and Nalawade SS (2004), “Seismic Analysis of Building Resting on Sloping Groun,” Proceeding of 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August, Paper No. 1472.

5. Brunesi E, Nascimbene R and Casagrande L (2016), “Seismic analysis of high-rise mega-braced frame-core buildings,” Engineering Structures, 115: 1–17.

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