Effect of Near-Fault Earthquake Characteristics on Seismic Response of Mid-Rise Structures with Triple Friction Pendulum Isolator

Publish Year: 1403
نوع سند: مقاله ژورنالی
زبان: English
View: 43

This Paper With 16 Page And PDF Format Ready To Download

  • Certificate
  • من نویسنده این مقاله هستم

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این Paper:

شناسه ملی سند علمی:

JR_CIVLJ-12-1_004

تاریخ نمایه سازی: 23 شهریور 1403

Abstract:

Pulses of near-fault earthquakes are very effective in the seismic response of the Triple Friction Pendulum Isolator (TFPI). In previous studies, the effect of original bi-directional pulses components on the isolated tall buildings by TFPI was neglected. Also, the effect of changing the design parameters of TFPI on preventing seismic disaster in this type of building is unknown. For this reason, a ۱۰ stories moment steel structure mounted on TFPI was designed. Then, the seven pairs of bidirectional near-fault earthquake records without and with removal pulses were applied to the isolated structure. The results show that the seismic responses on the base level decrease by reducing the velocity pulse amplitude (AP) and increasing the velocity pulse period (TP), also if the period of the isolators (TM) is being higher than TP, the seismic responses on the upper floors reduce. Moreover, Increasing the geometrical dimensions of the TFPI can significantly reduce the seismic effect of near-fault earthquake with pulses.

Keywords:

Mid-rise building , Triple friction pendulum isolator , Near-Fault earthquakes , Pulse characteristic

Authors

Ali Majdi

Department of Building and Construction Techniques Engineering, Al- Mustaqbal University College, ۵۱۰۰۱ Hilla, Iraq

Mohammadreza Mashayekhi

Assistant Professor, Department of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran

Ataallah Sadeghi-Movahhed

Department of Civil Engineering, Shabestar Branch, Islamic Azad University, Shabestar, Iran

مراجع و منابع این Paper:

لیست زیر مراجع و منابع استفاده شده در این Paper 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 Paper لینک شده اند :
  • Mansouri S. The investigation of the effect of using energy ...
  • Mansouri S, Kontoni DPN, Pouraminian M. The effects of the ...
  • Mansouri S, Nazari A. The Effects of Using Different Seismic ...
  • Kuvat A, Sadoglu E, Zardari S. Experimental Investigation of Sand–Rubber–Bitumen ...
  • Movahhed AS, Zardari S, Şadoğlu E. Seismic performance of a ...
  • Zayas VA, Low SS, Mahin SA. A Simple Pendulum Technique ...
  • Fenz DM, Constantinou MC. Behaviour of the double concave Friction ...
  • Fenz DM, Constantinou MC. Spherical sliding isolation bearings with adaptive ...
  • Fenz DM, Constantinou MC. Spherical sliding isolation bearings with adaptive ...
  • Majdi A, Sadeghi-Movahhed A, Mashayekhi M, Zardari S, Benjeddou O, ...
  • Sadeghi Movahhed A, Shirkhani A, Zardari S, Mashayekhi M, Noroozinejad ...
  • Morgan TA, Mahin SA. Achieving reliable seismic performance enhancement using ...
  • Becker TC, Mahin SA. Experimental and analytical study of the ...
  • Ryan KL, Dao ND. Influence of Vertical Ground Shaking on ...
  • Dhankot MA, Soni DP. Behaviour of Triple Friction Pendulum isolator ...
  • Moeindarbari H, Taghikhany T. Seismic optimum design of triple friction ...
  • Tajammolian H, Khoshnoudian F, Talaei S, Loghman V. The effects ...
  • Sarlis AA, Constantinou MC. Modeling triple friction pendulum isolators in ...
  • Constantinou, M.C. Kalpakidis I, Filiatrault A, Ecker Lay RA. LRFD-Based ...
  • McVitty WJ, Constantinou MC. Property modification factors for seismic isolators: ...
  • Oikonomou, K. Constantinou MC, Reinhorn AM, Kempner L. Seismic isolation ...
  • Amiri GG, Namiranian P, Amiri MS. Seismic Response of Triple ...
  • Becker TC, Bao Y, Mahin SA. Extreme behavior in a ...
  • ASCE/SEI ۷-۱۶. Minimum design loads for buildings and other structures. ...
  • Mokha A, Constantinou M, Reinhorn A. Teflon Bearings in Base ...
  • Mokha A, Constantinou M, Reinhorn A. Further Results on Frictional ...
  • Constantinou M, Mokha A, Reinhorn A. Teflon Bearings in Base ...
  • ANSI/AISC ۳۶۰-۱۶. Specification for Structural Steel Buildings. American Institute of ...
  • ANSI/AISC ۳۴۱-۱۶. Seismic Provisions for Structural Steel Buildings. American Institute ...
  • Computers and Structures Inc. (CSI). SAP۲۰۰۰, Integrated Solution for Structural ...
  • Sadeghi Movahhed A, Shirkhani A, Zardari S, Noroozinejad Farsangi E, ...
  • ASCE/SEI ۴۱-۱۷. Seismic Evaluation and Retrofit of Existing Buildings. American ...
  • Baker JW. Quantitative Classification of Near-Fault Ground Motions Using Wavelet ...
  • PEER. Pacific Earthquake Engineering Research Center. Ground motion database ۲۰۲۰. ...
  • FEMA P-۱۰۵۱. ۲۰۱۵ NEHRP Recommended Seismic Provisions: Design Examples. Federal ...
  • نمایش کامل مراجع