A Framework for Performance-Based Evaluation of Liquefaction Effects on Buildings
نام عام مواد
[Thesis]
نام نخستين پديدآور
Bullock, Zach
نام ساير پديدآوران
Dashti, Shideh;Liel, Abbie B
وضعیت نشر و پخش و غیره
نام ناشر، پخش کننده و غيره
University of Colorado at Boulder
تاریخ نشرو بخش و غیره
2020
مشخصات ظاهری
نام خاص و کميت اثر
412
یادداشتهای مربوط به پایان نامه ها
جزئيات پايان نامه و نوع درجه آن
Ph.D.
کسي که مدرک را اعطا کرده
University of Colorado at Boulder
امتياز متن
2020
یادداشتهای مربوط به خلاصه یا چکیده
متن يادداشت
Liquefaction has caused significant damage to shallow-founded structures in various regions around the world. Current procedures for evaluating the risk of liquefaction-related damage to buildings are based on evaluating the liquefaction resistance of soils in free-field conditions. These procedures do not incorporate the properties of the foundation or structure, or the interaction of these properties with characteristics of the soil profile. These procedures also typically give only deterministic estimates of liquefaction consequences. As performance-based earthquake engineering methods become more commonly used, and in the face of challenges that involve high levels of uncertainty, probabilistic methods are becoming more important. This dissertation proposes probabilistic methods for estimating the settlement and tilt of shallow-founded structures on liquefiable ground.
موضوع (اسم عام یاعبارت اسمی عام)
موضوع مستند نشده
Ground motion prediction
موضوع مستند نشده
Liquefaction
موضوع مستند نشده
Performance-based earthquake engineering
موضوع مستند نشده
Settlement
موضوع مستند نشده
Shallow foundations
موضوع مستند نشده
Tilt
نام شخص به منزله سر شناسه - (مسئولیت معنوی درجه اول )