Zobrazeno 1 - 10
of 18
pro vyhledávání: '"A.H. Tanrikulu"'
Autor:
A.H. Tanrikulu
Publikováno v:
Advances in Mechanical Engineering, Vol 10 (2018)
The dynamic behavior of coastal structures under wave impact closely depends on the temporal and spatial variations of the impact load. The dynamic analyses and design of a coastal structure succeeds if the design load history for the wave impact is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9cffa3128f0a351645096caf325cfa3f
https://hdl.handle.net/20.500.12605/13483
https://hdl.handle.net/20.500.12605/13483
Publikováno v:
Experimental Techniques. 35:8-16
In recent years, a great number of earthquake disasters occurred in the world, and thousands of people were killed as a result of the collapse of the buildings. These events emphasize the importance of earthquake engineering research about how struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f15fe7371a2198b8f54f4b799c3ad2d1
https://doi.org/10.1111/j.1747-1567.2010.00631.x
https://doi.org/10.1111/j.1747-1567.2010.00631.x
Autor:
A.H. Tanrikulu
Publikováno v:
Advances in Engineering Software. 40:986-990
A comprehensive laboratory work relating impact damping phenomenon of a flexible beam was carried out by Butt and Akl [Butt AS, Akl FA. Experimental analysis of impact-damped flexible beams. J Eng Mech ASCE 1997;123(4):376-83] to investigate the rela
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::362788b693501115f58cd73c819f4249
https://doi.org/10.1016/j.advengsoft.2009.04.001
https://doi.org/10.1016/j.advengsoft.2009.04.001
Publikováno v:
Advances in Engineering Software. 40:847-855
WOS: 000266787100012
In this study, the usage and the comparison of some discontinuous boundary elements (constant, linear and quadratic) are investigated for 2D soil-structure interaction (SSI) problems. Based on the formulations presented in t
In this study, the usage and the comparison of some discontinuous boundary elements (constant, linear and quadratic) are investigated for 2D soil-structure interaction (SSI) problems. Based on the formulations presented in t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8281263a9a2c2b5c4575b896397948e2
https://doi.org/10.1016/j.advengsoft.2009.01.006
https://doi.org/10.1016/j.advengsoft.2009.01.006
Autor:
S. S. Akavci, A.H. Tanrikulu
Publikováno v:
Mechanics of Composite Materials. 44:145-154
Two new hyperbolic displacement models, HPSDT1 and HPSDT2, are used for the buckling and free vibration analyses of simply supported orthotropic laminated composite plates. The models contain hyperbolic expressions to account for the parabolic distri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ad9cb1309ca3c44c2cd88f62b0cb9c27
https://doi.org/10.1007/s11029-008-9004-2
https://doi.org/10.1007/s11029-008-9004-2
Publikováno v:
Computers and Geotechnics. 28:289-307
A boundary element formulation having nonlocal boundary conditions is presented for the dynamic analysis of a body with two regions. Nonlocal boundary conditions, used in the formulation, make it possible to analyze a body with three regions. The for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::10c2da64d49453aace0219b99f3b9947
https://doi.org/10.1016/s0266-352x(00)00031-8
https://doi.org/10.1016/s0266-352x(00)00031-8
WOS: 000275924200003
In classical higher-order discontinuous boundary element formulation for two-dimensional elastostatics, interpolation functions for different boundary variables (i.e., boundary displacements and tractions) are assumed to be
In classical higher-order discontinuous boundary element formulation for two-dimensional elastostatics, interpolation functions for different boundary variables (i.e., boundary displacements and tractions) are assumed to be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::26cdf00da0ca7f12a2d39f2abc9b3a47
https://hdl.handle.net/20.500.12605/21954
https://hdl.handle.net/20.500.12605/21954
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