68   Artículos

 
en línea
Hassan Soltanmohammadi, Mohammadreza Mashayekhi, Mohammad Mahdi Memarpour, Denise-Penelope N. Kontoni and Masoud Mirtaheri    
Investigating the impact of near-field ground motions on the fragility curves of multi-span simply supported concrete girder bridges is the main goal of this paper. Fragility curves are valuable tools for evaluating seismic risks and vulnerabilities of b... ver más
Revista: Infrastructures    Formato: Electrónico

 
en línea
Evangelos Sapountzakis, Georgios Florakis and Konstantinos Kapasakalis    
This paper investigates the implementation of supplemental vibration control systems (VCS) in base isolated (BI) structures, to improve their dynamic performance. More specifically, the aim of the VCS is to reduce the base displacement demand of BI struc... ver más
Revista: Buildings    Formato: Electrónico

 
en línea
Artem A. Krylov, Mikhail A. Novikov, Sergey A. Kovachev, Konstantin A. Roginskiy, Dmitry A. Ilinsky, Oleg Yu. Ganzha, Vladimir N. Ivanov, Georgy K. Timashkevich, Olga S. Samylina, Leopold I. Lobkovsky and Igor P. Semiletov    
This paper is devoted to the features of seismological observations in the Arctic seas, which are complicated by harsh climatic conditions, the presence of ice cover, stamukhi and icebergs, and limited navigation. Despite the high risk of losing expensiv... ver más
Revista: Journal of Marine Science and Engineering    Formato: Electrónico

 
en línea
Bochang Zhou, Jie Hu, Cheng Yuan, Weiping Wen and Qingzhao Kong    
This manuscript investigates the bias introduced by scaling aftershock ground motions when evaluating the performance of structures subjected to earthquake sequences. The study focuses on different hysteretic behaviors exhibited by structures and selects... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Xiaoyan Zhao, Youjin Su and Guangming Wang    
In the present study, seismic gaps were identified as periods with no occurrence of M = 4.0 earthquake over dT = 400 days. After examining all records in the Sichuan?Yunnan?Tibet?Qinghai junction area on the southeastern margin of the Tibetan Plateau in ... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Hiroyuki Miura, Masashi Matsuoka, Juan C. Reyes, Nelson Pulido, Mitsufumi Hashimoto, Andrea C. Riaño, Alvaro Hurtado, Raul Rincon, Helber García and Carlos Lozano    
Early disaster responses in damaged areas after a large earthquake are indispensable for stakeholders to assess and grasp the impacts such as building and infrastructure damage and disrupted community functionality as soon as possible. This study introdu... ver más
Revista: ISPRS International Journal of Geo-Information    Formato: Electrónico

 
en línea
Guoping Xiang, Tao Jiang, Qingwen Yang, Shenghua Cui, Ling Zhu, Yuhang He and Huajin Li    
The Daguangbao (DGB) landslide was the largest landslide that was triggered by the 2008 Wenchuan earthquake with a magnitude of Ms8.0. The sliding surface of this landslide was constrained on a bedding fault 400 m below the ground surface. Seismic record... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Cvetan Sinadinovski, Snje?ana Marku?ic, Davor Stanko, Kevin F. McCue and Lazo Pekevski    
In this study, we analyzed the near-field seismic records of two moderate sized earthquakes in the Western Balkan region: the September 2016 Skopje earthquake, magnitude ML5.3 and the March 2020 Zagreb earthquake, magnitude ML5.5. Such recordings at clos... ver más
Revista: Applied Sciences    Formato: Electrónico

 
en línea
Takaji Kokusho    
In earthquake engineering, acceleration has played a major role, while wave energy has rarely been considered as a demand in design. In order to understand earthquake damage mechanism in terms of energy, the demand in terms of wave energy in surface soil... ver más
Revista: Geosciences    Formato: Electrónico

 
en línea
Arash Karimi Pour and Ehsan Noroozinejad Farsangi    
The elevated reinforced concrete tanks assessed in the current work were the subject of a nonlinear sloshing analysis resulting from fluid?container interactions. The primary response quantity of interest was the height of free surface sloshing. To achie... ver más
Revista: Infrastructures    Formato: Electrónico

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