Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions-Reference-Cited by-同舟云学术

Characterization of an Equivalent Coupled Flexural-Torsional Beam Model for the Analysis of Tall Buildings under Stochastic Actions

Published:2020-11 Issue:11 Volume:146 Page:04020239
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gioffrè M.¹,Cluni F.²^ORCID,Gusella V.³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, Perugia 06125, Italy.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, Perugia 06125, Italy (corresponding author). ORCID: .

3. Full Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Via G. Duranti 93, Perugia 06125, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002815

Reference31 articles.

1. Structural Developments in Tall Buildings: Current Trends and Future Prospects

2. Dynamics of cable under wind action: Wind tunnel experimental analysis

3. Coupled bending and twisting of a timoshenko beam

4. A stochastic approach for generating spectrum compatible fully nonstationary earthquakes

5. Lateral loading distribution between the elements of a three-dimensional civil structure

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