Seismic Demand on Acceleration-Sensitive Nonstructural Components in Viscously Damped Braced Frames-Reference-Cited by-同舟云学术

Seismic Demand on Acceleration-Sensitive Nonstructural Components in Viscously Damped Braced Frames

Published:2020-09 Issue:9 Volume:146 Page:04020190
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chalarca Bryan¹^ORCID,Filiatrault Andre²,Perrone Daniele³

Affiliation:

1. Ph.D. Candidate, Univ. School for Advanced Studies IUSS Pavia, Palazzo del Broletto, Piazza della Vittoria 15, Pavia 27100, Italy (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Structural, and Environmental Engineering, State Univ. of New York, Buffalo, NY 14260; Univ. School for Advanced Studies IUSS Pavia, Palazzo del Broletto, Piazza della Vittoria 15, Pavia 27100, Italy.

3. Ph.D. Researcher, Univ. School for Advanced Studies IUSS Pavia, Palazzo del Broletto, Piazza della Vittoria 15, Pavia 27100, 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.0002770

Reference28 articles.

1. Akcelyan S. 2017. “Seismic retrofit of existing steel tall buildings with supplemental damping devices.” Ph.D. dissertation Dept. of Civil Engineering and Applied Mechanics McGill Univ.

2. Evaluation of Simplified and State-of-the-Art Analysis Procedures for Steel Frame Buildings Equipped with Supplemental Damping Devices Based on E-Defense Full-Scale Shake Table Tests

3. Seismic loss estimation for efficient decision making

4. Estimating floor spectra in multiple degree of freedom systems

Cited by 22 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. An effective optimum design for passive viscous damping control using FVDs/VWDs in multi-story buildings;Structures;2024-09

2. Quantification of floor seismic response: Formulated PFA for non-classically damped structure and empirical PFV for elasto-plastic structure;Soil Dynamics and Earthquake Engineering;2024-06

3. Shape function-based multi-objective optimizations of seismic design of buildings with elastoplastic and self-centering components;Computers & Structures;2024-06

4. The shaking table test and the numerical analysis on a novel viscous damper installation configuration;Journal of Building Engineering;2024-04

5. Mitigating ground motion duration impact on steel moment-resisting frames using viscous dampers;Journal of Constructional Steel Research;2024-02