A general simplified method for static and free vibration analysis of coupled shear walls of a bay-Reference-Cited by-同舟云学术

A general simplified method for static and free vibration analysis of coupled shear walls of a bay

Published:2023-10-17 Issue: Volume: Page:1-29
ISSN:1539-7734
Container-title:Mechanics Based Design of Structures and Machines
language:en
Short-container-title:Mechanics Based Design of Structures and Machines

Author:

Pinto-Cruz Mao Cristian¹²³

Affiliation:

1. Department of Civil and Environmental Engineering, Pontifical Catholic University of Rio de Janeiro, Brazil

2. Department of Civil Engineering, National University of Engineering, Lima, Peru

3. Department of Civil Engineering, Jose Faustino Sanchez Carrion National University, Lima, Peru

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Condensed Matter Physics,Aerospace Engineering,Automotive Engineering,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15397734.2023.2265466

Reference30 articles.

1. Forced vibration analysis of stiffened coupled shear walls using continuous connection method

2. Dynamic analysis of non-planar coupled shear walls with stiffening beams using Continuous Connection Method

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Practical solutions for global buckling analysis in tall buildings: classic sandwich continuous model;Mechanics Based Design of Structures and Machines;2024-09-12

2. Analytical and numerical solution of generalized static analysis of tall buildings: double-beam systems Timoshenko;Journal of the Brazilian Society of Mechanical Sciences and Engineering;2024-05-20

3. A Numerical and Closed-Form Analytical Solution of the Global Buckling Critical Load of Tall Buildings Including Soil Flexibility: Timoshenko Beam;Journal of Vibration Engineering & Technologies;2024-03-27

4. A Modified Transfer Matrix Method for Static and Dynamic Analysis of Beams that Eliminates the Need to Compute the Inverse of the Zero Matrix;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-02-28

5. A numerical and closed-form analytical solution for the global buckling critical load of tall buildings considering soil flexibility: A coupled shear-flexural model;Mechanics Based Design of Structures and Machines;2024-02-23