Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Edmond V. Muho"'
Autor:
Edmond V. Muho, Niki D. Beskou
Publikováno v:
Journal of Road Engineering, Vol 4, Iss 1, Pp 54-68 (2024)
This paper reviews works on the dynamic analysis of flexible and rigid pavements under moving vehicles on the basis of continuum-based plane strain models and linear theories. The purpose of this review is to provide information about the existing wo
Externí odkaz:
https://doaj.org/article/6ada9663d0c04a45bd4a4d03a421d555
Publikováno v:
Results in Engineering, Vol 5, Iss , Pp - (2020)
The cracked zones caused by tunnel excavations are among the major reasons for structural instability in mechanized tunnel projects. Thus, various methods have been proposed to evaluate such cracks in terms of size and depth. However, deterministic e
Externí odkaz:
https://doaj.org/article/26afccc503d34e99b494821ed8b63c00
Publikováno v:
Energies, Vol 14, Iss 1, p 29 (2020)
This paper presents a review of the existing models for the estimation of explosion-induced crushed and cracked zones. The control of these zones is of utmost importance in the rock explosion design, since it aims at optimizing the fragmentation and,
Externí odkaz:
https://doaj.org/article/de9878099f2e43349c7f4c0965af8fad
Publikováno v:
Acta Mechanica. 232:3159-3178
The problem of determining the dynamic response of a granular elastic half-space soil medium to a rectangular load moving on its surface is determined analytically. The granular material is modeled as a gradient elastic solid with two material consta
Publikováno v:
Earthquake Spectra. 37:1035-1055
This study introduces a simple and efficient method to determine the peak floor acceleration (PFA) at different performance levels for three types of plane reinforced concrete (RC) structures: moment-resisting frames (MRFs), infilled–moment-resisti
Publikováno v:
Acta Mechanica. 231:4735-4759
The dynamic response of an elastic thin plate resting on a cross-anisotropic elastic half-space to a rectangular load moving on its surface with constant speed is analytically obtained. The moving load and the plate and soil displacements are expande
Publikováno v:
Journal of Earthquake Engineering. 26:2731-2753
A hybrid force/displacement (HFD) performance-based seismic design method is proposed for two types of plane reinforced concrete structures, i.e., infilled moment-resisting frames (I-MRFs) and wall...
Publikováno v:
Bulletin of Earthquake Engineering. 18:4157-4188
An improved version of the direct displacement-based design (DDBD) method for the seismic design of plane moment resisting frames in the framework of performance-based design approach is presented. The method employs a multi-degree-of-freedom equival
The present work provides expressions about the Inter-storey Drift Ratios at the damage state of the first yield (IDRy). The proposed expressions are compatible with i) composite (steel/concrete) moment resisting frames (MRFs), ii) steel MRFs, iii) s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::42e8d97597343914f870ecf720712095
https://doi.org/10.21203/rs.3.rs-1304418/v1
https://doi.org/10.21203/rs.3.rs-1304418/v1
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d838dfe357020b63b937fcbf2862452e
https://doi.org/10.1007/978-3-031-03811-2_119
https://doi.org/10.1007/978-3-031-03811-2_119