نتایج جستجو برای: RBS connection

تعداد نتایج: 99797  

Journal: :مهندسی سازه 0
ابوذر صالح

the basic strategy of reduce the ductility demand and related concentrated tensions at moment resistance connections is reduce the section of the beam at connected region to column. by this method plastic hinge done at the reduced cross section and this local reduction decreases the demand of the components of connection. on this basis, in present study a new beam-to-column moment connection wi...

N. Fanaie , S. Kazerani, S. Soroushnia,

Abstract: Reduced Beam Section (RBS) and Drilled Beam Section (DBS) are seismic moment resistant frame connections, introduced after 1994 Northridge earthquake. RBS connection has been tested under cyclic loading and showed acceptable performance. In this paper, seismic behavior of Drilled Beam Section (DBS) connection is studied numerically using finite element method. A drilled beam section ...

Journal: :journal of the structural engineering and geotechnics 0
maziar basirololoomi m. sc student, department of civil engineering, eslamshahr branch, islamic azad university, tehran, iran armin aziminejad assistant professor, department of civil engineering, science and research branch, islamic azad university, tehran, iran. fariman ranjbaran assistant professor, department of civil engineering, eslamshahr branch, islamic azad university, tehran, iran

moment-resisting frames have extensive usage in earthquake-prone areas and high ability in energy dissipation.after the earthquake in northridge 1994,kobe 1995 fixed connections of steel structures have shown poor performance and generally they were caught brittle fracture of beam flange weld to the column.in order to remedy to avoid similar situations in future earthquakes,researchers introduc...

2015
R. Montuori

Connections with Reduced Beam Section (RBS) have been investigated in the last 20 years both from an analytical point of view and from an experimental point of view. Several experimental tests demonstrated that RBS connections designed according to themost modern seismic codes are able to obtain the desired goal: the protection of the connection due to the yielding of the adjacent RBS. But in a...

Armin Aziminejad Fariman Ranjbaran Maziar Basirololoomi,

Moment-resisting frames have extensive usage in earthquake-prone areas and high ability in energy dissipation.After the earthquake in Northridge 1994,Kobe 1995 fixed connections of steel structures have shown poor performance and generally they were caught brittle fracture of beam flange weld to the column.In order to remedy to avoid similar situations in future earthquakes,researchers introduc...

2014
Sabbithi Suresh Kumar T Rajendra Prasad

Intruder Detection system is so important implementations which considers all network information like temporal and spatial which make the system to build the rule for IDS. This helps for the administrator to detect complex anomalous behaviors of the system. This work is focused on the TCP/IP network protocols. Genetic Algorithm is used to generate dynamic IP for the network to avoid unauthoriz...

ژورنال: سازه و فولاد 2016

آسیب های بسیار در اتصالات بال جوش شده تقویت نشده Welded Un-reinforced Flange) WUF) در زلزله 1994 نورتریج منجر به توسعه اتصالات خمشی مقطع تیر کاهش یافته Reduced Beam Section) RBS) برای جلوگیری از مودهای گسیختگی ترد زودرس در اتصالات جوشی شدند. این مقاله، عملکرد لرزه ای اتصالات مقاوم خمشی با بال سوراخ شده Drilled flange connection) DF) را که اخیراً توسعه یافته اند به عنوان یک جایگزین ساده وکار آمد ...

Journal: :International Journal of Sustainable Construction Engineering and Technology 2022

The effects of Northridge (1994) and Kobe (1995) earthquake, intensive analysis testing efforts are currently being sought for higher ways designing seismic resistant steel connections. A connection with RBS (Reduced beam Section) is an acceptable solution to emphasizing a moment can be the most reliable type connection. Considering benefits lack information on resources in Indian standards, an...

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