[HTML][HTML] Innovations in earthquake risk reduction for resilience: Recent advances and challenges

F Freddi, C Galasso, G Cremen, A Dall'Asta… - International Journal of …, 2021 - Elsevier
Abstract The Sendai Framework for Disaster Risk Reduction 2015–2030 (SFDRR) highlights
the importance of scientific research, supporting the 'availability and application of science …

Partially self-centering braces with NiTi-and Fe-SMA U-shaped dampers

S Hu, MS Alam, Y Zhang, Z Ding, X He - Thin-Walled Structures, 2024 - Elsevier
Partially self-centering behavior has been considered a promising and beneficial solution for
achieving seismic resilience of building structures in the life-cycle span. This paper aims to …

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 …

Seismic economic losses in mid-rise steel buildings with conventional and emerging lateral force resisting systems

S Hu, W Wang, B Qu - Engineering Structures, 2020 - Elsevier
This paper investigates the seismic loss performances of mid-rise steel buildings adopting
different lateral force resisting systems. The considered lateral force resisting systems …

Performance-based seismic design of bridges: a global perspective and critical review of past, present and future directions

Q Zhang, MS Alam - Structure and Infrastructure Engineering, 2019 - Taylor & Francis
The concept of performance-based design (PBD) originated several decades ago and has
been evolving since. PBD in its current form aims at achieving one or more predicted …

Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building

L Di Sarno, G Manfredi - Soil Dynamics and Earthquake Engineering, 2010 - Elsevier
This paper assesses the seismic performance of typical reinforced concrete (RC) existing
framed structures designed for gravity loads only. The sample two-storey structural system …

Elastoplastic model for steel buckling-restrained braces

A Zona, A Dall'Asta - Journal of Constructional Steel Research, 2012 - Elsevier
Buckling-restrained braces (BRBs) permit exploiting the hysteretic properties of their core
material both in tension and compression. However, the global behaviour of the BRB does …

Earthquake-resistant design of buckling-restrained braced RC moment frames using performance-based plastic design method

J Bai, J Ou - Engineering Structures, 2016 - Elsevier
In this study, a performance-based plastic design (PBPD) method for dual system of buckling-
restrained braced reinforced concrete moment-resisting frames (RC-BRBFs) is developed …

Seismic design and retrofit of frame structures with hysteretic dampers: a simplified displacement-based procedure

I Nuzzo, D Losanno, N Caterino - Bulletin of Earthquake Engineering, 2019 - Springer
This paper describes an effective and easy to use displacement-based procedure for
seismic design or retrofit of frame structures equipped with hysteretic dampers, taking into …

Self-centering hybrid dampers for improving seismic resilience

J Li, W Wang, Z Cao - Engineering Structures, 2021 - Elsevier
A comprehensive study on self-centering hybrid dampers (SCHDs) for improving seismic
resilience is presented. The considered damper is composed of a pre-compressed friction …