خصائص الاستجابة الزلزالية لمواقع محطات الشبكة الوطنية للرصد الزلزالي باستخدام طريقة النسبة الطيفية للمركبات الأفقية إلى الشاقولية (HVSR)

• Published in: Majallat Jāmiʻat Dimashq lil-ʻulum al-asāsīyah Vol. 37; no. 3; pp. 149 - 176
• Main Authors: قرمش، هبة, رائد أحمد, محمد داود
• Format: Journal Article
• Language: Arabic; English
• Published: دمشق، سوريا جامعة دمشق 01.07.2021; Damascus university
• Subjects: استجابة الموقع; التضخيم; الدور المسيطر; النسبة الطيفية H/V; منحني الاستجابة التصميمي
• ISSN: 1726-5487; 2789-6366

إن الخصائص الموقع المحلي تأثيرا قويا في شدة الاهتزاز الأرضي، وهي إحدى العوامل الرئيسية التي تسبب الخسائر البشرية والاقتصادية. لذلك أصبحت دراسة الخصائص الزلزالية للموقع مهمة من أجل تصميم منشآت وأبنية أكثر أمانا. تختلف استجابة الموقع من مكان لآخر باختلاف الوضع الجيولوجي والهيدرولوجي وتبعا لخصائص المصدر الزلزالي وكل من قدر الزلزال ومسار الأمواج الزلزالية في الأدبيات العلمية، يوجد العديد من طرق تقدير استجابة الموقع منها الرقمية (الجيوتكنيك)، التجريبية النسبة الطيفية وطيف فورييه السعوي). The characteristics of the local site have a strong influence on the intensity of the ground shaking, and it is one of the main reasons that cause human and economic losses. Therefore, studying the seismic site condition has become important for designing infrastructures that withstand seismic forces. The site response varies from place to another according to the geological and hydrological settings as well as the properties of seismotectonic source including; earthquake magnitude and path of seismic waves to the monitoring station. In the literature, there are many methods for estimating site response, including numerical (geotechnical), experimental (spectral ratio and Fourier spectrum) techniques. In this study, 56 earthquakes were analyzed which recorded in the national seismological stations includes 24 stations. To perform the analysis, earthquakes with magnitude greater than 3 and occurred during the years: 2009, 2010 and 2011were selected. Consequently, spectral ratio HVSR curves were obtained and the predominant period of soil (T0) and amplification (A0) were determined for each station site. Later on, the results were compared with the Nakamura method that applied on ambient noise portion of the actual earthquake signal. The estimated values are close to each other using the two methods of analysis for 10 stations, while they differ for the other 14 stations. The results indicate that this compatibility is greater in rocky sites where the variation in the acoustic impedance is great. The design response curves have been drawn using the information contained in the Syrian anti-seismic code 2012 and the results of this study. Comparing the inferred response curve in the code shows differences in the values and agreement in the period width (T0 and Ts). Calculated amplification ranges from 1.12 to 2.36, while the predominant period is between 0.35 and 0.68 seconds. It was noted that the majority of stations-sites have a classification of B or C, and this is suitable for the deployment of seismological stations. The results of this study are of great importance in terms of supplementing the data of the national seismological network with the necessary information, and considering that the inferred response curves represent rocky reference curves for the sites of the main cities in Syria for the extended future studies.