Structural vulnerability assessment of heritage timber buildings: A methodological proposal

A Shabani, M Kioumarsi, V Plevris, H Stamatopoulos - Forests, 2020 - mdpi.com
The conservation of heritage structures is pivotal not only due to their cultural or historical
importance for nations, but also for understanding their construction techniques as a lesson …

Seismic vulnerability assessment and strengthening of heritage timber buildings: A review

A Shabani, A Alinejad, M Teymouri, AN Costa… - Buildings, 2021 - mdpi.com
Recent studies highlight the potential impact of earthquakes on cultural heritage sites and
monuments, which in turn yield significant adverse impacts on economies, politics, and …

Multi-strut macro-model for masonry infilled frames with openings

M Yekrangnia, PG Asteris - Journal of Building Engineering, 2020 - Elsevier
This study aims to propose a multi-strut macro-model, capable of simulating the overall force-
displacement behaviour of infilled frames with various opening configurations. For this …

[HTML][HTML] Seismic evaluation of Romanian traditional buildings with timber frame and mud masonry infills by in-plane static cyclic tests

A Dutu, M Niste, I Spatarelu, DI Dima, S Kishiki - Engineering Structures, 2018 - Elsevier
The Romanian territory has an important seismic potential in Europe, with the Vrancea
source. The most destructive seismic events that occurred in Romania in the 20th century …

An experimental study of the hysteresis model of the kanchuang frame used in Chinese traditional timber buildings of the qing dynasty

J Huan, X Guo, Z Guan, T Yan, T Chu, Z Sun - Buildings, 2022 - mdpi.com
Kanchuang frames are important parts of traditional timber architecture in China. This paper
used experimental and numerical methods to study the restoring force model of Kanchuang …

Surrogate modeling with sequential updating: applications to bridge deck–wave and bridge deck–wind interactions

G Xu, A Kareem, L Shen - Journal of Computing in Civil …, 2020 - ascelibrary.org
This paper presents a methodology for sequentially updating surrogate models with
augmented data in order to substantially enhance the design of experiments in civil …

Numerical modeling of the seismic performance of Romanian timber-framed masonry walls

F Parisse, E Poletti, A Dutu, H Rodrigues - Engineering Structures, 2021 - Elsevier
Traditional architecture with timber-framed masonry (TFM) system was used in many
countries prone to seismic events due to its earthquake-resistant performance. In this …

Seismic behavior of Chinese traditional timber frames with masonry infill wall: Experimental tests and hysteretic model

Q Xie, Y Tong, L Zhang, S Li, L Wang - International Journal of …, 2021 - Taylor & Francis
Traditional timber frames were often filled with timber or masonry infill walls as enclosure
components. In this paper, four Chinese traditional timber frame specimens with different …

Seismic performance and repair of Chuan-dou timber-framed masonry building

C Cui, Z Li, Y Chen, Q Zhu - Engineering Failure Analysis, 2020 - Elsevier
Chuan-dou timber-framed masonry building, ie, one of the traditional building types
consisting of timber pillars-and-transverse-tie-beams framing system and masonry panels …

An experimental and simulated investigation into the seismic performance of Chuan-dou timber structures with infilled walls

J Lan, X Li, S Wang, L Peng, Z Zou, W Liang… - Bulletin of Earthquake …, 2024 - Springer
The seismic performance of Chuan-dou timber structures was investigated. A 1: 2 scale
model of a Chuan-dou timber structure was constructed, with the bottom part filled with …