Zobrazeno 1 - 10
of 3 207
pro vyhledávání: '"seismic damage"'
Publikováno v:
Heritage, Vol 7, Iss 10, Pp 5774-5786 (2024)
The Roman town of Ostia offers a unique opportunity to study a wide range of structural damage affecting different types of ancient buildings. In the Piccolo Mercato, potential seismic effects are visible in the masonry walls and in some of the mason
Externí odkaz:
https://doaj.org/article/a441bbc16a4242d486f1cb3056ae5658
Publikováno v:
Journal of Safety Science and Resilience, Vol 5, Iss 3, Pp 365-381 (2024)
Earthquakes are major catastrophes that cause great life and economic losses to human society and environment. This paper reviews and synthesizes relevant studies, drawing from a systematic examination of 4229 articles from the Web of Science core co
Externí odkaz:
https://doaj.org/article/0474c85119a14511bd47552f9ab8e391
Publikováno v:
Resilient Cities and Structures, Vol 3, Iss 1, Pp 84-102 (2024)
This study examines the feasibility of using a machine learning approach for rapid damage assessment of reinforced concrete (RC) buildings after the earthquake. Since the real-world damaged datasets are lacking, have limited access, or are imbalanced
Externí odkaz:
https://doaj.org/article/3e51c0b988e748559fb0741684148a9c
Autor:
Alessandra Sciortino, Vincenzo Guerriero, Roberta Marini, Marco Spadi, Paolo Mazzanti, Marco Tallini
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 15, Iss 1 (2024)
Historical and recent earthquakes have struck the city of L'Aquila, located in the axial zone of the Central Apennines, Italy, causing severe damage to the historic centre. Recent studies have shown that higher intensity of damage to buildings in L
Externí odkaz:
https://doaj.org/article/95a87044167a4d309cc27f69e2f08487
Autor:
Alessandra Sciortino, Roberta Marini, Vincenzo Guerriero, Paolo Mazzanti, Marco Spadi, Marco Tallini
Publikováno v:
GIScience & Remote Sensing, Vol 61, Iss 1 (2024)
ABSTRACTL’Aquila downtown (Central Italy) is situated in a highly seismic region, making it susceptible to numerous historical and recent earthquakes. Among these, the earthquake of Mw 6.3 on 6 April 2009, and the one of Mw 6.7 on 2 February 1703,
Externí odkaz:
https://doaj.org/article/d5ed84a7cf82401dbb13bef8fd8523dd
Publikováno v:
Case Studies in Construction Materials, Vol 20, Iss , Pp e03191- (2024)
Because of their distinct mechanical, rheological, and physical features, lightweight concrete and glass fiber reinforced polymers (GFRP) bars have a significant growth in the modern building sectors over the past decade. Minimizing subsequent quake
Externí odkaz:
https://doaj.org/article/483e39a9e0d94578939a649ec8e940aa
Publikováno v:
Frontiers in Sustainability, Vol 5 (2024)
Improving building efficiency is essential for reducing energy consumption, greenhouse gas emissions, and operational costs. In OECD Countries the average share of the Residential and Commercial Sector for space conditioning accounts for 30–37% of
Externí odkaz:
https://doaj.org/article/9570bf80c57d44889e505f900f02adc3
Autor:
Kongming Yan, Masakatsu Miyajima, Halil Kumsar, Ömer Aydan, Reşat Ulusay, Zhigang Tao, Ye Chen, Fawu Wang
Publikováno v:
Geoenvironmental Disasters, Vol 11, Iss 1, Pp 1-24 (2024)
Abstract On February 6, a successive rupture of major faults in the Eastern Anatolian Fault Zone and Cardak-Surgu fault triggered a strong mainshock (Mw 7.7) and a major aftershock (Mw 7.6) in Kahramanmaras. The successive earthquake sequence hit sou
Externí odkaz:
https://doaj.org/article/5541368da8904b6884008832b29a0526
Publikováno v:
Buildings, Vol 14, Iss 9, p 2887 (2024)
Frequent seismic events have demonstrated that building collapse is primarily caused by the loss of load-bearing capacity in vertical structural members. In response to this risk, various national design codes have been established. This study conduc
Externí odkaz:
https://doaj.org/article/85153b3b951845c681c49e8f28177a1a
Publikováno v:
Engineering Reports, Vol 6, Iss 3, Pp n/a-n/a (2024)
Abstract This work uses the Yematan Bridge as an example to explore the seismic damage mechanism of simply supported girder bridges at near‐fault liquefaction site. It analyzes the bridge from the local portion to the complete bridge, considering t
Externí odkaz:
https://doaj.org/article/688d98f80bcb4217913467283d36c078