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 …

Based on auxetic foam: A novel type of seismic metamaterial for Lamb waves

TT Huang, X Ren, Y Zeng, Y Zhang, C Luo… - Engineering …, 2021 - Elsevier
Seismic metamaterial (SM) has lately received significant attention in the field of vibration
isolation and dam** due to its wave manipulation and bandgap properties. However, the …

State-of-the-art review of seismic-resistant precast bridge columns

Q Zhang, MS Alam - Journal of Bridge Engineering, 2020 - ascelibrary.org
There has been significant research effort on seismic-resistant precast bridge columns;
however, the research results have not been transferred into the industry to achieve their full …

Self-centering seismic-resistant structures: Historical overview and state-of-the-art

C Zhong, C Christopoulos - Earthquake Spectra, 2022 - journals.sagepub.com
This state-of-the-art review provides an overview of the evolution of self-centering structures
from early historical structures that inherently exhibited a recentering response to modern …

Significance of residual drifts in building earthquake loss estimation

CM Ramirez, E Miranda - Earthquake Engineering & Structural …, 2012 - Wiley Online Library
The influence of residual interstorey drifts on economic losses in building resulting from
earthquakes is examined. Current building‐specific loss estimation methodologies that …

Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05

J Erochko, C Christopoulos, R Tremblay… - Journal of Structural …, 2011 - ascelibrary.org
A recent study has shown that residual drifts after earthquakes that are greater than 0.5% in
buildings may represent a complete loss of the structure from an economic perspective. To …

Seismic performance of segmental precast unbonded posttensioned concrete bridge columns

YC Ou, M Chiewanichakorn, AJ Aref… - Journal of structural …, 2007 - ascelibrary.org
The seismic performance of segmental precast unbonded posttensioned bridge columns
with hollow cross sections is investigated in this paper. Bonded longitudinal mild steel …

[PDF][PDF] Seismic design of multi-storey buildings using laminated veneer lumber (LVL)

A Palermo, S Pampanin, A Buchanan, M Newcombe - 2005 - ir.canterbury.ac.nz
The recent development of laminated veneer lumber (LVL) as an alternative to solid timber
or glue-laminated timber has greatly improved the viability of structural timber for the seismic …

An enhanced PDEM-based framework for reliability analysis of structures considering multiple failure modes and limit states

DC Feng, XY Cao, M Beer - Probabilistic Engineering Mechanics, 2022 - Elsevier
In this paper, an enhanced probability density evolution method (PDEM) framework
considering multiple failure modes and limit states is proposed for reliability analysis of …

Seismic behavior of double activation self-centering brace and braced structures

H Jiang, L Xu, X **e, P Chen - Journal of Structural Engineering, 2023 - ascelibrary.org
The self-centering technical approach is used widely to improve building resiliency. This
paper presents a double activation self-centering brace (DA-SCB) with two groups of disc …