Study of Variation in Wind Loads on Rectangular Cross-section Tall Building due to Change in Location of Interfering Buildings

Author:

Chauhan Bharat SinghORCID,Ahuja Ashok Kumar,Chakrabarti Anupam

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference37 articles.

1. AS-NZS 1170–2: Structural design actions—Part 2: Wind Actions (2011).

2. ASCE/SEI 7–10: Minimum design loads for buildings and other structures; American Society of Civil Engineers (2013).

3. EN 1991–1–4:2005+A1 :2010 (E), Euro Code 1: Actions on structures—Wind actions; European Committee for Standardization, Brussels, Belgium (2010).

4. IS 875 (Part-3): Code of practice for design loads (other than earthquake loads), for building and structures—Wind loads; Bureau of Indian Standards, New Delhi, India (2015).

5. Yahyai, M.; Kumar, K.; Krishna, P.; Pande, P.K.: Aerodynamic interference in tall rectangular buildings. J. Wind Eng. Ind. Aerodyn. 41(1), 859–866 (1992). https://doi.org/10.1016/0167-6105(92)90506-6

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