مقاله انگلیسی رایگان در مورد طبقه بندی سایت لرزه ای – الزویر 2019

 

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  PDF
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.

دیدگاهتان را بنویسید

نشانی ایمیل شما منتشر نخواهد شد. بخش‌های موردنیاز علامت‌گذاری شده‌اند *

دکمه بازگشت به بالا