[HTML][HTML] Review of self-centering rocking systems for earthquake-resistant building structures: State of the art

M Froozanfar, S Moradi, R Kianoush… - Journal of Building …, 2024 - Elsevier
Rocking structural systems have been proposed as a promising solution for designing
resilient building structures. These low-damage systems can prevent significant economic …

Self-centering mass timber structures: A review on recent research progress

F Chen, M Li, Z Li - Engineering Structures, 2024 - Elsevier
In the last two decades, mass timber structures have gained popularity in mid-rise or tall
building applications worldwide. For timber buildings in seismic regions, it is critical to …

[HTML][HTML] Probabilistic friction model for aluminium–steel Asymmetric Friction Connections (AFC)

A Aloisio, A Contento, F Boggian, R Tomasi - Engineering Structures, 2023 - Elsevier
Multiple physical variables potentially affect the friction coefficient of Asymmetric Friction
Connections (AFC). This paper discusses the cyclic response of a class of AFC subjected to …

Seismic assessment of rocking timber walls with energy dissipation devices

A Hashemi, P Zarnani, P Quenneville - Engineering Structures, 2020 - Elsevier
The use of rocking walls with seismic fuses is an efficient solution for mass timber structures.
This paper presents and compares mass timber wall systems with different types of seismic …

Equivalent viscous damping of cross-laminated timber structural archetypes

A Aloisio, R Alaggio, M Fragiacomo - Journal of Structural …, 2021 - ascelibrary.org
This paper attempts to formulate an expression for the estimation of equivalent viscous
damping (EVD) for cross-laminated timber (CLT) structural archetypes as a function of …

Seismic performance evaluation of self-centering balloon-framed CLT building

Y Pan, M Shahnewaz, C Dickof, T Tannert - Engineering Structures, 2023 - Elsevier
Balloon-framed cross-laminated timber (CLT) construction has a number of advantages
when compared to platform-type construction; however, many international standards only …

[PDF][PDF] Development of bracket for cross arm structure in transmission tower: Experimental and numerical analysis

HK Sharaf, S Alyousif, NJ Khalaf… - New Materials …, 2022 - jomardpublishing.com
In this study, an experimental and numerical examination was conducted on the fabrication
of bracket structures for application in the 13L 123 KV cross-arm. Brackets structure has …

Experimental research on lateral performance of CLT shear walls with novel dissipative angle brackets and hold-downs

J Chen, R Wang, T Furuta, H Xiong - Journal of Building Engineering, 2024 - Elsevier
Cross-laminated timber (CLT) structures offer a prospective solution to mid-and high-rise
buildings. This paper reports experimental research on the lateral performance of CLT shear …

Development of a novel self-centering slip friction brace for enhancing the cyclic behaviors of RC double-column bridge bents

D Xue, K Bi, H Dong, H Qin, Q Han, X Du - Engineering Structures, 2021 - Elsevier
Bridges may suffer large residual displacements after a severe earthquake, which
significantly impedes the post-quake rescue activities. It is imperative to minimize the …

Enhancing the seismic performance of moment frames using a dumbbell-shaped rocking shear wall with energy-dissipating devices

A Massumi, M Piri, M Nematnezhad - Practice Periodical on …, 2023 - ascelibrary.org
Studies have shown that repairing damaged structures and rebuilding them after an
earthquake, especially in densely populated cities, can impose severe financial and …