Friction-Slip Connections for Moment Frames with Continuous Beams
Publish Year: 1398
نوع سند: مقاله ژورنالی
زبان: English
View: 248
This Paper With 18 Page And PDF Format Ready To Download
- Certificate
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_JSEE-21-3_003
تاریخ نمایه سازی: 5 آبان 1400
Abstract:
This paper presents an assessment on a friction-slip connection for moment frameswith continuous beams based on the current detail. It also proposes a new configurationfor rigid connections in moment frames with continuous beams, whichcan be developed as a friction-slip connection. In conventional moment frames,beams are placed between two adjacent columns and connected to the columnflanges faces. However, in moment frames with continuous beams, two beams arecontinuously passed next to the column. In the existing practice for connections inthese frames, two vertical connection plates placed on column flanges, and thebeams are connecting to these plates via their wings. In the mentioned detail, it wasassumed that the load transfers with in-plane action between connection platesand column; therefore, the design force is pure shear, and based on the designprocedure, it should have been able to be developed for a friction-slip connection.However, the results showed that the out-of-plane action of RPLs could be significant;although this action provides extra capacity in moment connections, itis not desirable in friction connections due to changes in the developed forcesin pretension bolts. Based on this action, a locking occurs, which changes theperformance of the connection considerably. As an alternative to this detail, a newconfiguration is proposed in this paper, which can also be used as a friction-slip connection and provides a friction connection in moment frames with continuousbeams. In new detail, by eliminating the effect of connection plate thickness, thefriction joint works as expected. Thus, instead of the plastic behavior of structuralelements, these friction joints can be used as an energy-dissipating system.
Keywords:
Authors
Fereshteh Seifan
University of Tehran, Tehran
Seyed Rasoul MirGhaderi
University of Tehran, Tehran
Mehdi Ghassemieh
University of Tehran, Tehran
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 :