مشخصات مقاله | |
ترجمه عنوان مقاله | طبقه بندی سایت لرزه ای |
عنوان انگلیسی مقاله | Seismic site classification |
انتشار | مقاله سال 2019 |
تعداد صفحات مقاله انگلیسی | 13 صفحه |
هزینه | دانلود مقاله انگلیسی رایگان میباشد. |
پایگاه داده | نشریه الزویر |
نوع نگارش مقاله |
مقاله پژوهشی (Research Article) |
مقاله بیس | این مقاله بیس نمیباشد |
نمایه (index) | Scopus – Master Journals List – JCR |
نوع مقاله | ISI |
فرمت مقاله انگلیسی | |
ایمپکت فاکتور(IF) |
2.989 در سال 2018 |
شاخص H_index | 78 در سال 2019 |
شاخص SJR | 1.359 در سال 2018 |
شناسه ISSN | 0267-7261 |
شاخص Quartile (چارک) | Q1 در سال 2018 |
مدل مفهومی | ندارد |
پرسشنامه | ندارد |
متغیر | ندارد |
رفرنس | دارد |
رشته های مرتبط | مهندسی عمران |
گرایش های مرتبط | زلزله |
نوع ارائه مقاله |
ژورنال |
مجله / کنفرانس | دینامیک خاک و مهندسی زلزله – Soil Dynamics and Earthquake Engineering |
دانشگاه | CMGI, Virginia Opazo 48, Santiago, Chile |
کلمات کلیدی | طراحی مبتنی بر عملکرد، اثر مکانی، سرعت موج برشی، نسبت طیفی |
کلمات کلیدی انگلیسی | Performance based design، Site effect، Shear wave velocity، Spectral ratio |
شناسه دیجیتال – doi |
https://doi.org/10.1016/j.soildyn.2018.04.045 |
کد محصول | E13429 |
وضعیت ترجمه مقاله | ترجمه آماده این مقاله موجود نمیباشد. میتوانید از طریق دکمه پایین سفارش دهید. |
دانلود رایگان مقاله | دانلود رایگان مقاله انگلیسی |
سفارش ترجمه این مقاله | سفارش ترجمه این مقاله |
فهرست مطالب مقاله: |
Abstract 1. Introduction 2. Empirical evidence of site effect 3. Seismic site characterization 4. Suitable parameters for a seismic site classification 5. Estimation of the predominant period of a site 6. Sites with a diffuse predominant period 7. Equivalent shear wave velocity, VS30-E 8. Proposed seismic site classification 9. Concluding remarks Acknowledgements References |
بخشی از متن مقاله: |
Abstract
The economic losses left by large recent earthquakes are still considerable, and modern society is wanting not only life protection; it is also demanding that buildings can be immediately occupied after a strong earthquake. The performance-based seismic design allows engineers to design structures with a desired seismic performance for a specified level of hazard. This requires a high standard in the different items involved in the seismic design. One of the key factors is associated with the seismic loads, which are strongly dependent on the local ground conditions. Accordingly, an alternative seismic site classification is proposed, which is based on two dynamic parameters of the ground: the equivalent shear wave velocity, VS30-E, that reproduces the dynamic lateral stiffness of the upper 30 m of the ground, and the predominant period of the site, which is proposed to be estimated applying the H/V spectral ratio of ambient vibration measurements. All the details of this site classification are explained in the paper. Introduction In spite of the tremendous advances in the field of earthquake engineering, economic losses generated by recent earthquakes are still considerable, far from any socio-economically satisfactory standard. An important part of these losses is attributed to the severe damages suffered by buildings (residential, commercial, industrial, governmental, educational, cultural, hospital, etc.), infrastructure and structures of the production sector. In Table 1 the estimated direct economic losses of the latest earthquakes are presented (Data from USGS[1], Kajitani et al. [2], Horspool et al. [3], Aon Benfield [4] and Senplades [5]). It can be observed that in the particular case of Tohoku Earthquake, the cost is substantially high due to the damages caused by the tsunami. In any case, modern society is wanting not only life protection; it demands that buildings can be occupied and function following a strong earthquake. This also means that water, electricity, gas, and other services have to be operational as well. Therefore, the challenge is to reduce the tremendous economic impact that earthquakes still have on society, and accordingly, resilience and reliability of structures is an important issue [6]. According to FEMA [7], one of the most promising tools that can be used to reduce the damage and losses resulting from an earthquake, or other similar disaster, is the performance-based seismic design (PBSD). The philosophy of this design methodology is to accomplish a reliable structure design meeting performance objectives [8]. Historically, seismic design has focused on providing resistance to the structural components of the structures. However, it is well recognized that this approach by itself does not guarantee successful seismic behavior of the structure. |