RESISTING PERFORMANCE AND FRACTUAL BEHAVIOR BY SILL EMBEDMENT DURING EARTHQUAKES
نویسندگان
چکیده
منابع مشابه
Evaluating the effects of near-field earthquakes on the behavior of moment resisting frames
Following the 1994 Northridge and 1995 Kobe earthquakes, most of modern structures damaged seriously or devastated totally despite the seismic codes of these countries that had been expected to bear advanced criteria for seismic design of structures. After extensive research, the most probable reason of those destructions was attributed to special specifications of near-field earthquakes. In th...
متن کاملKinematic Behavior of Geogrid Reinforcements during Earthquakes
Re clic loading ge mmary of the r a large-scale commodates so ferent shear an e testing prog tors affecting tensibility of aracteristics of tial static load ting program. ect of these pa ll as the dis aluated. Concl nforced earth w Keywords—G d Large scale T EOTECHN interaction en well inves e same interac ll need to be cognized that fine the effec d incorporate rth structures Within the la uct...
متن کاملevaluating the effects of near-field earthquakes on the behavior of moment resisting frames
following the 1994 northridge and 1995 kobe earthquakes, most of modern structures damaged seriously or devastated totally despite the seismic codes of these countries that had been expected to bear advanced criteria for seismic design of structures. after extensive research, the most probable reason of those destructions was attributed to special specifications of near-field earthquakes. in th...
متن کاملembedment, perforation, and expulsion
(unported, v3.0) License. The full terms of the License are available at http://creativecommons.org/licenses/by-nc/3.0/. Non-commercial uses of the work are permitted without any further permission from Dove Medical Press Limited, provided the work is properly attributed. Permissions beyond the scope of the License are administered by Dove Medical Press Limited. Information on how to request pe...
متن کاملCoastal Dynamics during Earthquakes
The results of research on some aspects of coastal dynamics during earthquakes, carried out in the Institute of Hydro-Engineering, are summarized. The attention is focused on the liquefaction-related phenomena, like modeling the earthquake-induced generation of pore-pressures and subsequent liquefaction of subsoil, the behavior of liquefied soil, underwater landslides, sinking of structures in ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2016
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.81.747