A New Device for Dissipating Energy and Attenuating Dynamic Excitations

سال انتشار: 1382
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 2,355

فایل این مقاله در 7 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

SEE04_AP12

تاریخ نمایه سازی: 10 آبان 1384

چکیده مقاله:

A new energy-dissipating device, which works based on material deformation, was developed. The mechanical behaviour of this device was studied through numerical modelling, using Finite Element Methods (FEM). The nonlinear study of the behaviour of the device led to a load-displacement curve which, to a great degree, represented an elastic-perfectly plastic response. The device was devised to be used in various circumstances in an energy-dissipating as well as response-reducing capacity. In particular, it was originally meant to be used for connecting bridge girders of a fast track railroad, located in an earthquake-prone area in the South East Asia, to their piers, to damp the earthquake excitations in the horizontal plane and normal to the traffic.In this regard, the responses of the bridge girders to various previous earthquake records, including those of El-Centro (1940), Kobe (1995), Loma Prieta (1989),Northridge (1994), Taiwan (1999), and Turkey (1999), were worked out and studied numerically. They were further compared with those of their device-free (rigidly-connected) counterparts. It is shown that by using this device, various dynamic response parameters of the system, particularly the ‘base shear,’ were drastically attenuated and reduced.

نویسندگان

S.V. Khonsari

Assistant Professor, Department of Civil Engineering, Sharif University of Technology,

G.L. England

Professor, Department of Civil and Environmental Engineering, Imperial College of

A. Azizinamini

Professor , Department of Civil Engineering, University of Nebraska-Lincoln

مراجع و منابع این مقاله:

لیست زیر مراجع و منابع استفاده شده در این مقاله را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود مقاله لینک شده اند :
  • Design and Retrofit of Bridges, John Wiley Seismic؛، , 1996 ...
  • Eurocode 8, 1994, *Design Provisions for Earthquake Resistance of Structures, ...
  • نمایش کامل مراجع