Framework for structural damping predictor models based on stick-slip mechanism for use in wind-resistant design of buildings

Author:

Aquino Ronwaldo Emmanuel R.,Tamura Yukio

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference33 articles.

1. ASCE, 2005. Minimum design loads for buildings and other structures, ASCE 7-05.

2. Aquino, R.E.R., 2006. Consideration of dynamic wind effects using a modified Davenport gust response factor formulation in the structural design and evaluation of self-supporting antenna towers in the Philippines. Thesis (MS Civil Engineering), University of the Philippines, Diliman, Quezon City.

3. On stick-slip phenomenon as primary mechanism behind structural damping in wind-resistant design applications;Aquino;Journal of Wind Engineering and Industrial Aerodynamics,2013

4. Structural damping estimation for wind-resistant design of 200m-high steel office building using the stick-slip model;Aquino;Journal of Wind Engineering,2013

5. Bashor, R., Kareem, A., 2009. Load factors for dynamically sensitive structures. In: Proceedings of the 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, USA.

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