Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Duofa Ji"'
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The phenomenon of hospital functional interruption has been widely observed in the historical moderate-strong earthquakes, indicating that hospital functionality cannot be well considered in the current seismic design methods. The concept of seismic
Externí odkaz:
https://doaj.org/article/702aa02582b349588cb12b8074024211
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
Displacement-based seismic design (DBSD) is an iterative process because the strength and stiffness of a structure are needed to be adjusted in order to achieve a specific performance level, which is extremely inconvenient for designers in practice.
Externí odkaz:
https://doaj.org/article/1f0fa937f8ad4b24b1109432ae919c32
Publikováno v:
Entropy, Vol 21, Iss 11, p 1122 (2019)
It is still an open issue to measure uncertainty of the basic probability assignment function under Dempster-Shafer theory framework, which is the foundation and preliminary work for conflict degree measurement and combination of evidences. This pape
Externí odkaz:
https://doaj.org/article/11eb0383c082476e9debef6708376952
Publikováno v:
Journal of Earthquake Engineering. 26:8021-8040
Publikováno v:
Journal of Earthquake Engineering. 26:7768-7786
This study investigates the inelastic displacement of structures subjected to earthquake-tsunami loadings. The relative intensity is defined as the ratio of the tsunami force per unit mass to the S...
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107966
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107973
Publikováno v:
Journal of Building Engineering. 68:106110
Publikováno v:
Engineering Analysis with Boundary Elements. 129:93-104
A fully analytical method by adopting the concept of the finite part of an integral, Hadamard principle integral, is proposed to treat the singularities in both time and space in the plastic strain-related coefficients matrices Q and F in the TD-BEM
Publikováno v:
Bulletin of the Seismological Society of America. 111:3278-3296
One of the key elements within seismic hazard analysis is the establishment of appropriate ground-motion models (GMMs), which are used to predict the levels of ground-motion intensities by considering various parameters (e.g., source, path, and site)