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مقاله انگلیسی رایگان در مورد ارتقاء لرزه نگاری غير تهاجمی برای بار ثقلی اتصالات – الزویر ۲۰۱۸
| مشخصات مقاله | |
| انتشار | مقاله سال ۲۰۱۸ |
| تعداد صفحات مقاله انگلیسی | ۱۱ صفحه |
| هزینه | دانلود مقاله انگلیسی رایگان میباشد. |
| منتشر شده در | نشریه الزویر |
| نوع مقاله | ISI |
| عنوان انگلیسی مقاله | Novel non-invasive seismic upgradation strategies for gravity load designed exterior beam-column joints |
| ترجمه عنوان مقاله | استراتژی ارتقاء لرزه نگاری غير تهاجمی برای بار ثقلی اتصالات تیر ستون خارجی طراحی شده |
| فرمت مقاله انگلیسی | |
| رشته های مرتبط | مهندسی عمران |
| گرایش های مرتبط | سازه |
| مجله | آرشیو مهندسی عمران و مکانیک – Archives of Civil and Mechanical Engineering |
| دانشگاه | CSIR-Structural Engineering Research Centre – Tamil Nadu – India |
| کلمات کلیدی | اتصالات تیر-ستون، ارتقاء، اتلاف انرژی، تضعیف قدرت، چرخش معکوس |
| کلمات کلیدی انگلیسی | Beam-column joint, Upgradation, Energy dissipation, Strength degradation, Reverse cyclic |
| کد محصول | E6697 |
| 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 |
| بخشی از متن مقاله: |
| ۱٫ Introduction Prior to the introduction of modern seismic codes, the structures were designed to cater for gravity loads, i.e. the self-weight of the structural components and possible imposed vertical load acting on the structure. Hence, structural components of GLD structures do not have adequate reinforcement to cater for the seismic forces. Further, joints of GLD buildings lack confinement, transverse reinforcement and hence possess inadequate shear resistance. Insufficient anchorage of the beam bottom reinforcement of GLD frames leads to the anchorage failure or brittle bond failure under seismic loading, leading to huge strength degradation. Particularly, exterior joints of GLD building are more vulnerable and critical as they do not possess a robust force transfer mechanism. Hence, seismic upgradation of beam-column subassemblages of GLD buildings has to be addressed immediately to prevent collapse of the existing GLD buildings under seismic excitations. Plenty of studies were reported in the literature on upgradation/retrofitting of non-seismically designed beamcolumn sub-assemblages using jacketing, near surface mounting technique, fibre reinforced polymer (FRP) wrapping, haunch retrofitting, joint enlargement, etc. Seismic retro- fitting/upgradation using jacketing is a decade old method. Upgradation or retrofitting of beam-column joints was carried out by reinforced concrete jacketing [1,2], steel jacketing [3,4], high performance fibre reinforced concrete jacketing [5–۷], hybrid jacketing i.e. combination retrofit strategies with jacketing [8,9]. Seismic retrofit/upgradation using fibre reinforced polymer wrapping or anchoring or the combination of the both was proved as an effective technique by El-Amoury and Ghobarah [10], Prota et al. [11], Akguzel and Pampanin [12], Sezen [13], and Realfonzo et al. [14]. Furthermore, Vecchio et al. [15] proposed a new strength capacity model to predict the increase in strength provided by FRP systems in the seismic retrofit of poorly detailed corner joints. The accuracy of the proposed model was assessed by comparing the predicted results of the model with large database of experimental tests. Near surface mounting technique is frequently complemented with the FRP retrofit schemes for the effective retrofitting of the parent member. Prota et al. [11] upgraded under-designed interior beam-column joints by combined use of externally bonded fibre-reinforced polymer (FRP) laminates and near surface-mounted (NSM) FRP bars. The upgradation scheme involves different combinations of FRP laminates around column/beam with or without NSM bars. |
