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Adya, A., Bahl, P., Padhye, J., Wolman, A. and Zhou, L.D. (2004) A Multi-Radio Unification Protocol for IEEE 802.11 Wireless Networks. Proceedings of the IEEE 1st International Conference on Broadnets Networks, Los Alamitos, 25-29 October 2004, 210-217.
https://doi.org/10.1109/BROADNETS.2004.8

has been cited by the following article:

• TITLE: Simulating the Stress-Strain Response of Building under Oscillating Wind Conditions

  AUTHORS: Miao Liu, Zijie Qu

  KEYWORDS: Multistory Framework, Cumulative Strain, Wind Load Analysis, Finite Element Tool

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.13 No.3, September 6, 2023

  ABSTRACT: Wind load is one of the main lateral control loads that need to be considered in the design of high-rise building structures. It is also of great engineering significance to study the influence of static wind load or time-varying wind load on the dynamic response of structures. In this paper, a high-rise building with a rectangular section (46.8 m × 27 m × 33 m) is simulated based on Ansys18.0 APDL software. The real situation of its response under no lateral wind load and different fluctuating wind load conditions is simulated and the stress and strain response of the building under steady-state and time-varying wind load is given. The results show that the upper strain of the structure under wind load is about 1/1000 of the bottom strain, and the strain of the structure shows obvious accumulation from the top to the bottom, that is, the bottom strain of the building will be higher than the top strain. The influence of time-varying wind load on building structure is related to the loading position of wind load on the structure. The results provide a basis for the structural wind resistance design of this type of building.