Archetype Dynamically Equivalent 3-DOF Model to Evaluate Seismic Performances of Intermediate Discontinuity in Frame Structures-Reference-Cited by-同舟云学术

Archetype Dynamically Equivalent 3-DOF Model to Evaluate Seismic Performances of Intermediate Discontinuity in Frame Structures

Published:2022-03 Issue:3 Volume:148 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Pagliaro Stefano¹,Di Egidio Angelo²^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil, Construction-Architectural and Environmental Engineering, Univ. of L’Aquila, L’Aquila 67100, Italy.

2. Associate Professor, Dept. of Civil, Construction-Architectural and Environmental Engineering, Univ. of L’Aquila, L’Aquila 67100, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0002083

Reference48 articles.

1. Earthquake response analysis of yielding structures coupled with vertically restrained rocking walls

2. Akcelyan S. and D. G. Lignos. 2019. “A practical method for seismic retrofit of tall buildings with supplemental damping.” In Proc. 12th Canadian Conf. on Earthquake Engineering. Quèbec: Château Frontenac.

3. Comparison of the seismic performance of a partial mass isolation technique with conventional TMD and base-isolation systems under broad-band and narrow-band excitations

4. Dynamics of rocking podium structures

5. An improved response spectrum method for non-classically damped systems

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