Comparison of Reduced-Order Models to Analyze the Dynamics of a Tall Building under the Effects of Along-Wind Loading Variability-Reference-Cited by-同舟云学术

Comparison of Reduced-Order Models to Analyze the Dynamics of a Tall Building under the Effects of Along-Wind Loading Variability

Published:2016-06 Issue:2 Volume:2 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Caracoglia Luca¹

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., 360 Huntington Ave., Boston, MA 02115.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0000833

Reference53 articles.

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4. Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes

5. Bernardini E. Spence S. M. J. Gioffrè M. and Kareem A. (2012b). “A reliability approach for the wind-induced response assessment of buildings using the high-frequency force balance.” Proc. 7th Int. Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) China Communications Audio-Visual and Electronic Press Shanghai China.

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