Titlebook: Advanced Technologies, Systems, and Applications VII; Proceedings of the I Naida Ademovi?,Edin Muj?i?,Zlatan Ak?amija Conference proceeding

有節(jié)制

投票

Werner Nachtigall,Alfred WisserThe construction period coves a wide range from old structures constructed from 1918 until 2014. To determine the level of buildings’ seismic risk, minimum data are required like building typology which was obtained as a result of visual site inspection as well as available buildings design document

tackle

Handedness

https://doi.org/10.1007/978-3-658-39350-2e 2007 Turkish Earthquake Regulation (2007TSC), which was in effect before, was updated and the old version was terminated. With the updating of 2007TSC, naturally different results emerge in the design principles of all reinforced concrete structures. Within the scope of the study, the numerical re

石墨

https://doi.org/10.1007/978-3-658-39350-2y 2020 in Sivrice (Elaz??) district caused loss of life and property. Seismic parameters were obtained for the five closest earthquake station locations to the earthquake in the region, which is very active in terms of seismicity. The peak acceleration values predicted in the earthquake hazard map a

高度

Konzeptuelles und Zusammenfassendes on disturbed samples, and 110 units of shear wave velocity (Vs) were determined by multi-channel analysis (MASW) of surface waves, and Vs values determined by underground water level information is used. Unlike previous studies, which were made using the simplified method based on SPT-N, liquefacti

本土

Anthropo- und biomedizinische Technikerally include data on the seismicity of the region, local soil conditions, and structural characteristics. In this study, the seismicity factor has been selected as the variable. An eight-storey steel structure with the same local soil and structural characteristics was selected as a sample. Turkey

cortex

Anthropo- und biomedizinische Technikortant, especially after the devastating effect caused by extreme loads due to natural disasters or man-made impacts. To adequately assess the resilience of a building better understanding of the failure mechanism is required. Consequently, it is required to endorse complex models which will more re

Alpha-Cells

Anthropo- und biomedizinische Technikthe structural elements are modeled with the Euler beam finite element with linearized kinematics and von Karman deformation measure, whereas the elastic support is modeled with the elastic rotational spring. The proposed numerical model is validated by comparing the computed results against analyti