Filistin'deki devlet hastanelerinin sismik değerlendirilmesi

Due to their diverse complexities, hospitals have specific regulatory construction requirements to mitigate physical and functional vulnerabilities that can arise during seismic events. Special considerations in seismic risk mitigation are needed to create a safe environment for patients and staff during disasters as well as play a crucial role in saving lives and reducing the suffering after disasters. The importance of safe and reliable hospital structures makes it abundantly clear that the engineers' primary duty to the public is ensuring that hospitals can withstand disasters related to seismic events. Our main concern is seismic parameters that take into account site conditions. In this research, we present a topographic influence and the effect of its modifications on seismic behavior, as well as differences in the design of public-hospital facilities in Palestine based on the time period of the basic mode of construction according to codes of practice .It has been shown that seismic behavior varies from one region to another and from one structure to another according to many variables including the type of soil to be built on, and the seismic behavior variables across regions and structures , different terrains directly affect seismic design elements, system considerations, and structural analysis methodologies. This study chose different types of public hospitals in Palestine and collected various statistical information about the nature of their practice in the previous years. The data were used to build three distinct hospital models based on three different topographies: Qalqilya, Ramallah, and Jericho. To complete the analysis and provide the required suggestions, the time frame for the basic model of the structure should be established as a minimum to reach the safety of public hospitals in multiple building systems of the same structure. The local code-based assessment was carried out using a variety of tools, including the ETABS program, which employed the capacity spectrum method. Pushover analysis is a form of non-linear static analysis that is used in the construction industry. Results have been reached that put the structural designer on the right track for safe structural design within the engineering specifications and conditions