Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Md Foisal Haque"'
Autor:
Md Foisal Haque
Publikováno v:
Heliyon, Vol 10, Iss 20, Pp e39461- (2024)
This research proposes an innovative power-based equation of motion (PBEM) for the single degree of freedom (SDOF) system considering seismic excitation. The external or input frequency function, solution of time, relation between external and kineti
Externí odkaz:
https://doaj.org/article/def3b7349ad841169f99773dca351adc
Autor:
Md. Foisal Haque
Publikováno v:
Deep Underground Science and Engineering, Vol 2, Iss 3, Pp 275-285 (2023)
Abstract Nonlinear time‐history analysis can be used to determine the liquefiable behaviors of the tunnel–sand–pile interaction (TSPI) model with the consideration of sand anisotropy. This study presents the nonlinear response of the TSPI model
Externí odkaz:
https://doaj.org/article/a48f70d68c824314999f123f2531cc11
Autor:
Md. Foisal Haque
Earthquake is an uncertain phenomena, which occurs suddenly in any location in the world that���s why, prediction of its hazardous effect has difficult without statistical study whereas probability of spectral deformation of ground is evaluated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ac186e3cb8027fb219fff1601a69bb58
Autor:
Md. Foisal Haque
Every material shows compressible characteristics under any types of loading and this characteristic expresses actual behavior of materials in reality. Strains and stresses are gradually changed in each loading step during tests because of variations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::698f7719c18f75129c2b96c348c50c49
Autor:
Md. Foisal Haque
Every structure has a fundamental time. Structure height influences on the fundamental time based on various codes formulae. In general, fundamental time depends on the variations of number of elements, dimensions, materials etc. Newly developed form
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0540cd7e0fad6ab1dac6de3b01928335
Autor:
Md. Foisal Haque
Publikováno v:
International Journal of Civil Engineering and Infrastructure. 1:1
Surface settlement of flexible pavement in coastal reason occurs for the movement of heavy vehicle, liquefaction of soil layer during seismic shaking, land sliding etc. In coastal area, surface settlement is higher than other geographical area becaus
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1087758e0b5aa47e9a314bd5a54787e
https://doi.org/10.24853/ijcei.1.2.1-5
https://doi.org/10.24853/ijcei.1.2.1-5
Autor:
Md. Foisal Haque
Publikováno v:
Discover Nano, Vol 19, Iss 1, Pp 1-8 (2024)
Abstract This research proposes an analytical solution of the nano-concrete-epoxy interaction area within nano crack region of the reinforced concrete beam by applying Newton’s third law in static equilibrium. For deriving the governing equation, t
Externí odkaz:
https://doaj.org/article/33cd152c08be499d99441ce75e264f3a
Autor:
S. M. Shazeebur Rahman, Matiur Rahman Raju, Md. Foisal Haque, Shahbo Rahman Sajib, Md. Humayun Kabir
Publikováno v:
Discover Geoscience, Vol 2, Iss 1, Pp 1-12 (2024)
Abstract This research evaluates the interfacial friction angles of sand-structural materials (i.e. concrete, steel, and wood) from direct shear and model pile tests data. Some variable parameters are considered for performing laboratory tests such a
Externí odkaz:
https://doaj.org/article/48390f79ba4b48a68853a32213590c49