بررسی عملکرد قاب‌های خمشی فولادی با مهاربند‌های زانویی تحت اثر برخورد وسایل نقلیه

نوع مقاله : علمی - پژوهشی

نویسندگان

1 گروه عمران، واحد گرمسار، دانشگاه آزاد اسلامی، گرمسار، ایران

2 دانشجوی دکترای تخصصی، گروه عمران، واحد مشهد، دانشگاه آزاد اسلامی، مشهد، ایران

3 دانشجوی دکترای تخصصی، گروه عمران، دانشگاه سیستان و بلوچستان، زاهدان، ایران

چکیده

ساختمان‌ها در طول بهره‌برداری خود تحت تأثیر انواع نیروهای طبیعی و غیرطبیعی قرار دارند. ضربه‌ی ناشی از برخورد وسایل نقلیه به سازه‌ها جز نیروهای خارجی غیر طبیعی محسوب می‌گردد که معمولاً در طراحی سازه‌ها لحاظ نمی‌شود. با گسترش حملات تروریستی در نقاط مختلف جهان، مطالعه‌ی رفتار سازه‌ها در مقابل بارگذاری‌های غیرمتعارف مانند انفجار و ضربه‌ی ناشی از برخورد وسیله‌ی نقلیه مورد توجه قرار گرفته است. در این تحقیق، قاب‌های خمشی فولادی با مهاربندهای زانویی (2، 5 و 8 طبقه) به‌صورت دوبعدی بر اساس ضوابط آیین‌نامه‌ای در نرم‌افزار SAP 2000 طراحی و سپس تحلیل  تاریخچه زمانی آن‌ها تحت ضربه‌ی ناشی از برخورد وسیله‌ی نقلیه‌ی سبک توسط نرم افزار SeismoStruct  انجام شده است. پاسخ‌های جابجایی، دریفت، شتاب طبقات و برش پایه‌ی قاب‌ها تحت اثر ضربه‌ی ناشی از برخورد وسیله‌ی نقلیه‌ی سبک با سرعت‌های مختلف ( از 10 تا 120 کیلومتر بر ساعت) مقایسه شده و نتایج نشان می‌دهد که سرعت‌های 90، 120 و 100 کیلومتر بر ساعت به ترتیب باعث رخداد ناپایداری دینامیکی در قاب‌های 2، 5 و 8 طبقه شده است. همچنین نتایج بیانگر سطح عملکرد قاب‌های مورد نظر بر اساس  حداکثر دریفت طبقات  و برای سرعت‌های مختلف برخورد است. به عنوان نمونه در بازه‌ی سرعت برخورد 50 الی 80 کیلومتر بر ساعت، سطح عملکرد قاب 2 طبقه "ایمنی جانی" بوده است و در مورد قاب 8 طبقه، سرعت‌های 10 و 20 کیلومتر بر ساعت سطح عملکرد "استفاده‌ی بلادرنگ"را فراهم کرده است.

کلیدواژه‌ها

عنوان مقاله [English]

The Performance Investigation of Steel Moment Frames With Knee Braces Subjected to Vehicle Collision

نویسندگان [English]

  • Kourosh Mehdizadeh 1
  • Abbasali Sadeghi 2
  • Seyede Vahide Hashemi 3
1 Department of Civil Engineering, Garmsar Branch, Islamic Azad University, Garmsar, Iran
2 Ph.D. Candidate, Department of Civil Engineering, Mashhad Branch, Islamic Azad University, Mashhad, Iran
3 Ph.D. Candidate, Department of Civil Engineering, University of Sistan and Baluchestan, Zahedan, Iran
چکیده [English]

Buildings are always affected by a variety of natural and abnormal forces during their operation. Impact of vehicle collision is an abnormal load which is not usually considered in the design of structures. With the spread of terrorist attacks in many parts of the world, investigation the behavior of structures against unusual loadings, such as blast or vehicle collision has been considered. In this study, steel moment frames with knee braces (2, 5 and 8 story) were designed by SAP 2000 software in two-dimensional according to codes guidelines, and then time history analysis of them was performed by SeismoStruct software subjected to impact of light vehicle collision. The responses such as displacement, drift, acceleration of the stories and the base shear of the frames were compared under the effect of light vehicle collision impact with different velocity (from 10 to 120 km/hr). The results show that the velocity 90, 120 and 100 km/hr causes dynamic instability state in frames with 2, 5 and 8 story respectively. The results also show that the performance level of the mentioned frames based on the maximum stories drift and for the different velocities of impact. For example, in the range of impact velocity of 50 to 80 km/hr, the performance level of 2-story frame was "Life Safety" and regarding to 8-story frame, the performance level was "Immediate Occupancy" for velocities 10 and 20 km/hr.

کلیدواژه‌ها [English]

  • Impact
  • Light vehicle
  • Moment frame
  • Knee brace
  • Dynamic instability
  • SAP2000 software
  • SeismoStruct software

مراجع

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سابقه مقاله

  • تاریخ دریافت: 10 فروردین 1398
  • تاریخ بازنگری: 29 مهر 1398
  • تاریخ پذیرش: 11 آذر 1398

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