Seismic-resistant precast concrete structures: State of the art

YC Kurama, S Sritharan, RB Fleischman… - Journal of Structural …, 2018 - ascelibrary.org
Precast concrete facilitates a construction method using durable and rapidly erectable
prefabricated members to create cost-effective and high-quality structures. In this method …

[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 …

Experimental testing of rocking cross-laminated timber walls with resilient slip friction joints

A Hashemi, P Zarnani, R Masoudnia… - Journal of Structural …, 2018 - ascelibrary.org
Allowing a wall to rock and uplift during a seismic event can cap the forces and minimize the
postevent residual damage. Slip friction connections comprised of flat steel plates sliding …

Design concepts for controlled rocking of self-centering steel-braced frames

MR Eatherton, X Ma, H Krawinkler, D Mar… - Journal of Structural …, 2014 - ascelibrary.org
The self-centering rocking steel-braced frame is a high-performance system that can prevent
major structural damage and minimize residual drifts during large earthquakes. It consists of …

Development and experimental verification of a pre-pressed spring self-centering energy dissipation brace

LH Xu, XW Fan, ZX Li - Engineering Structures, 2016 - Elsevier
The present study develops and experimentally verifies a new type of earthquake-resilient
bracing system. The proposed pre-pressed spring self-centering energy dissipation (PS …

Pin‐supported walls for enhancing the seismic performance of building structures

Z Qu, A Wada, S Motoyui, H Sakata… - … engineering & structural …, 2012 - Wiley Online Library
An application of a pin‐supported wall‐frame system in retrofitting an eleven‐story steel
reinforced concrete frame is introduced. The retrofit aims at enhancing integrity and avoiding …

Seismic design and performance of self-centering precast concrete frames with variable friction dampers

L Huang, PM Clayton, Z Zhou - Engineering Structures, 2021 - Elsevier
This paper presents the numerical investigation of the seismic performance of post-
tensioned self-centering precast concrete (SCPC) frames with variable friction dampers …

Behavior of precast concrete shear walls for seismic regions: comparison of hybrid and emulative specimens

BJ Smith, YC Kurama, MJ McGinnis - Journal of Structural …, 2013 - ascelibrary.org
This paper discusses the lateral load behavior of two, 0.40-scale, hybrid, precast concrete
shear wall test specimens and the behavior of a third precast specimen designed to emulate …

Seismic performance of full-scale self-centering reinforced concrete beam-column joints: Experimental, numerical and theoretical analysis

Z Wu, X Lu, L Li, H Bao, Z Lu, K Yu - Journal of Building Engineering, 2023 - Elsevier
A reinforced concrete (RC) frame system with a self-centering joint connected with post-
tensioned (PT) tendons and bolted angles was developed to overcome the limitations of …

Determining the optimal layout of energy-dissipating mechanisms for hybrid self-centering walls

A Jafari, M Sadeghi, FJ Alaee, HA Bengar - Structures, 2024 - Elsevier
To eliminate the inherent energy dissipation deficiency of self-centering walls, hybrid self-
centering walls (HSWs) have been developed by employing internal or external energy …