Zobrazeno 1 - 10
of 35
pro vyhledávání: '"M. Semih Yucemen"'
Autor:
Nazan Yilmaz, M. Semih Yucemen
Publikováno v:
Geodinamica Acta. 27:189-202
Influence of different models and assumptions with respect to seismic source modelling and magnitude distribution on seismic hazard results is examined, taking Jordan as a case study. Four alternative models, which are based on different combinations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9068b6adcedba001f1b35a0b93f62840
https://doi.org/10.1080/09853111.2014.957506
https://doi.org/10.1080/09853111.2014.957506
Autor:
Aysen D. Akkaya, M. Semih Yucemen
Publikováno v:
Structural Safety. 38:32-39
The precise estimation of the a and b parameters of Richter’s magnitude–frequency relationship is of primary importance, since the evaluation of seismicity and assessment of seismic hazard depend on these two parameters. In the literature two pop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06d39d9c8b58636c7193206dd75b5fd5
https://doi.org/10.1016/j.strusafe.2012.02.002
https://doi.org/10.1016/j.strusafe.2012.02.002
Autor:
Nazan Yilmaz, M. Semih Yucemen
Publikováno v:
Soil Dynamics and Earthquake Engineering. 31:1027-1039
Spatial sensitivity of seismic hazard results to different models with respect to background seismic activity and earthquake occurrence in time is investigated. For the contribution of background seismic activity to seismic hazard, background area so
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8bf58ddcd34fc009f1daa6aed159919
https://doi.org/10.1016/j.soildyn.2011.03.009
https://doi.org/10.1016/j.soildyn.2011.03.009
Autor:
M. Semih Yucemen, Aykut Deniz
Publikováno v:
Natural Hazards. 55:333-352
Earthquake catalogues which form the main input in seismic hazard analysis generally report earthquake magnitudes in different scales. Magnitudes reported in different scales have to be converted to a common scale while compiling a seismic data base
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::605dfddd08c565f00e7f245189790563
https://doi.org/10.1007/s11069-010-9531-8
https://doi.org/10.1007/s11069-010-9531-8
Autor:
M. Semih Yucemen, A. Deniz
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 3:67-74
After the two major earthquakes in 1999, the Government of Turkey has decided to enforce the earthquake insurance on the nationwide basis with the sole purpose of privatising the potential risk by offering insurance via the Turkish Catastrophe Insura
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f660dedd32e9c9a352d49bbad2107a4
https://doi.org/10.1080/17499510802553164
https://doi.org/10.1080/17499510802553164
Autor:
M. Semih Yucemen, Fatih Kürşat Firat
WOS: 000356238500002
In this study, earthquake loads are investigated statistically and compared with the nominal earthquake loads calculated according to the Turkish Earthquake Code, namely: "Specifications for Structures to be Built in Earthqu
In this study, earthquake loads are investigated statistically and compared with the nominal earthquake loads calculated according to the Turkish Earthquake Code, namely: "Specifications for Structures to be Built in Earthqu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::45cdb027b25bc160239fbd65243a663f
https://hdl.handle.net/20.500.12451/3460
https://hdl.handle.net/20.500.12451/3460
Publikováno v:
Earthquake Engineering & Structural Dynamics. 35:1187-1202
This article presents a procedure developed for the seismic performance assessment of low- to mid-rise reinforced concrete buildings in Turkey. The past performance of reinforced concrete buildings during major earthquakes have been compiled and anal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e21d927e9651b3558ab9cf37b71700c3
https://doi.org/10.1002/eqe.572
https://doi.org/10.1002/eqe.572
Publikováno v:
Journal of Earthquake Engineering. 8:749-773
A statistical procedure, called discriminant analysis, is used to develop a model for the preliminary assessment of the seismic vulnerability of low- to medium-rise (2-7 storey) reinforced concrete buildings. The earthquake damage data compiled in Du
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e2e36222bf71deb6419e3ff501b8507
https://doi.org/10.1080/13632460409350508
https://doi.org/10.1080/13632460409350508