Grigorian, Mark, Farshbaf, Masoumeh, Dehghanian, Shapour. (1397). Innovations in Sustainable Earthquake Resisting Rocking Wall-Frames. هنرهای کاربردی, 6(2), 1-19. doi: 10.22075/jrce.2017.1808.1161
Mark Grigorian; Masoumeh Farshbaf; Shapour Dehghanian. "Innovations in Sustainable Earthquake Resisting Rocking Wall-Frames". هنرهای کاربردی, 6, 2, 1397, 1-19. doi: 10.22075/jrce.2017.1808.1161
Grigorian, Mark, Farshbaf, Masoumeh, Dehghanian, Shapour. (1397). 'Innovations in Sustainable Earthquake Resisting Rocking Wall-Frames', هنرهای کاربردی, 6(2), pp. 1-19. doi: 10.22075/jrce.2017.1808.1161
Grigorian, Mark, Farshbaf, Masoumeh, Dehghanian, Shapour. Innovations in Sustainable Earthquake Resisting Rocking Wall-Frames. هنرهای کاربردی, 1397; 6(2): 1-19. doi: 10.22075/jrce.2017.1808.1161

Innovations in Sustainable Earthquake Resisting Rocking Wall-Frames

Journal of Rehabilitation in Civil Engineering
مقاله 1، دوره 6، شماره 2 - شماره پیاپی 12، آبان 2018، صفحه 1-19    اصل مقاله (991.13 K)
نوع مقاله: Regular Paper
شناسه دیجیتال (DOI): 10.22075/jrce.2017.1808.1161
نویسندگان
Mark Grigorian1؛ Masoumeh Farshbaf* 2؛ Shapour Dehghanian3
1MGA Structural Engineering Consultants Inc., Glendale, CA, US
2M.S, Structural Engineering Department, University of Science & Culture
3M.S, Faculty of Civil Engineering, K.N.Toosi University of Technology
چکیده
This paper introduces a novel design concept for the development of efficient, sustainable Rocking-Wall Moment Frames (RWMFs) under seismic conditions. The proposed concepts lead to a novel structural configuration with provisions for Collapse Prevention (CP), Self-Centering (SC), reparability, performance control (PC), damage reduction, and energy based seismic analysis. It introduces the merits of design led analysis (DLA) over the traditional methods of approach, followed by the development of a lateral resisting system that is more efficient than its conventional counterparts. The fundamental idea behind the proposed methodology is that seismic structural response is mainly a function of design and construction, rather than numerical analysis. In design led analysis the rules of mechanics and structural design are induced rather than followed .The new system is a combination of grade beam restrained moment frames and articulated shear walls, tied to each other by means of post tensioned (PT) stabilizers and Gap Opening Link Beams (GOLBs).
کلیدواژه‌ها
Collapse Prevention؛ Self-Centering؛ Reparability؛ Sustainability؛ Design Led Analysis
مراجع
آمار
تعداد مشاهده مقاله: 2,796
تعداد دریافت فایل اصل مقاله: 1,368
دانشگاه سمنان
پیوندهای مفید
آمار
تعداد نشریات22
تعداد شماره‌ها723
تعداد مقالات10,394
تعداد مشاهده مقاله72,850,364
تعداد دریافت فایل اصل مقاله64,549,302