Results 81 to 90 of about 4,584 (215)
Post‐tensioned cross‐laminated timber (PT‐CLT) walls coupled with U‐shaped flexural plates (UFPs) have proved to be a low‐damage seismic force‐resisting system (SFRS) due to their self‐centering capability and stable energy dissipation. Global efforts have been made to explore the applicability of PT‐CLT walls as primary SFRSs in mass timber buildings.
Huanru Zhu +4 more
wiley +1 more source
Recent and future developments in earthquake ground motion estimation [PDF]
Seismic hazard analyses (SHA) are routinely carried out around the world to understand the hazard, and consequently the risk, posed by earthquake activity.
Douglas, John, Edwards, Benjamin
core +1 more source
Modeling post‐earthquake functional recovery of bridges
Rapid restoration of transportation systems following earthquake disruptions is essential due to its significant impact on commutes, freight transport, and emergency medical response. This study develops a framework to model bridge post‐earthquake functional recovery, which is a critical step in assessing the seismic resilience of transportation ...
Chenhao Wu +9 more
wiley +1 more source
An updated probabilistic seismic hazard assessment for Romania and comparison with the approach and outcomes of the SHARE project [PDF]
The probabilistic seismic hazard analysis for Romania is revisited within the framework of the BIGSEES national research project (http://infp.infp.ro/bigsees/default.htm) financed by the Romanian Ministry of Education and Scientific Research in the ...
Barbat, Alex +5 more
core +1 more source
Hierarchical Structure in Brazilian Industrial Firms: an Econometric Study [PDF]
The paper investigates different implications of theoretical models for hierarchical structure. A sample of 6567 firms in the Brazilian manufacturing industry is considered and explanatory factors pertaining structural characteristics, network technology,
Luis Otávio Façanha, Marcelo Resende
core +3 more sources
Background Probabilistic Seismic Hazard Assessment (PSHA) is a leading methodology for determining key ground motion parameters such as Peak Ground Acceleration (PGA) and spectral acceleration (SA), essential for structural design.
Ranjit Das, Claudio Meneses, Hua Wang
doaj +1 more source
We address two open questions concerning nonlinear soil behavior in a seismic hazard and risk context; (1) which site proxies can be used to predict and map nonlinear site amplification? (2) At which level of ground‐motion intensity should such nonlinear models be considered?
Karina Loviknes +3 more
wiley +1 more source
Seismic Hazard and Ground Motion Characterization at the Itoiz Dam (Northern Spain). [PDF]
This paper presents a new hazard-consistent ground motion characterization of the Itoiz dam site, located in Northern Spain. Firstly, we propose a methodology with different approximation levels to the expected ground motion at the dam site. Secondly, we
A. García-Jerez +5 more
core +2 more sources
This study conducts the time‐dependent seismic risk assessment of highway bridges in western Canada when subjected to Cascadia subduction earthquakes (CSE) and aftershocks (AS). The performance‐based earthquake engineering framework is extended to assess the expected annual repair cost ratio and annual restoration time of a benchmark bridge class under
Yihan Shao, Yazhou Xie
wiley +1 more source
A digital approach for real time high-rate high-resolution radiation measurements [PDF]
Modern spectrometers are currently developed by using digital pulse processing (DPP) systems, showing several advantages over traditional analog electronics.
ABBENE, Leonardo, GERARDI, Gaetano
core +1 more source

