کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6737588 | 1429062 | 2018 | 14 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges
ترجمه فارسی عنوان
عملکرد لرزه ای لوله های فولادی پر شده از بتن مسلح میله های شفت با لولاهای پلاستیکی در اطراف لولای پلاستیکی
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کلمات کلیدی
بتن آرمه، لوله های فولادی، شفت دریچه، تعامل سازنده خاک،
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
The seismic performance of reinforced concrete-filled steel tube (RCFST) drilled shafts, also known as RCFST pile-columns, was examined based on experimental tests conducted on twelve half-scale RCFST specimens at the soil-structure interaction facility at the North Carolina State University, Constructed Facilities Laboratory (NCSU-CFL). The specimens consisted of steel tubes with diameter-to-thickness (D/t) ratios ranging from 48 to 95 that were filled with reinforced concrete. Spirally welded steel tubes with outer diameters (D) of 12â³ (305â¯mm) and 12-3/4â³ (324â¯mm) were utilized. The specimens were tested with aboveground-to-diameter (La/D) ratios of 5.5 and 7.5, and they were embedded 14â² (4270â¯mm) into poorly graded sand (SP). Different levels of soil stiffness were induced in the sand by using a soil-sandwich approach, which allowed for modifying the soil stiffness profile by means of applying a surcharge on the soil surface. Cyclic lateral load was applied by a 100-kip (445â¯kN), 70-in. (1780â¯mm) stroke hydraulic actuator, supported on a braced steel frame, and pin-connected to the pile-column head ensuring that the plastic hinge developed below ground. The failure mechanism was controlled by the tensile strain in the steel tube and it was caused by a combination of tube local buckling and tube fracture. First, tube local buckling developed outward at the extreme compression fiber of the section. Tube fracture then occurred in the section with the largest buckle and it extended around about half of the section perimeter. The plastic hinge developed at depths of 2D to 4D. Onset of tube local buckling was observed at higher displacement ductility levels (µâ¯=â¯3) for specimens using thicker tubes (D/tâ¯=â¯48) than for those using thinner tubes (D/tâ¯=â¯95). The force-displacement response, tensile strain distribution, and hysteretic equivalent viscous damping are discussed in this paper.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 165, 15 June 2018, Pages 106-119
Journal: Engineering Structures - Volume 165, 15 June 2018, Pages 106-119
نویسندگان
D.A. Aguirre, M.J. Kowalsky, J.M. Nau, M. Gabr, G. Lucier,