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determination of reinforcing elements indispensable parameters. This article presents an attempt to assess the load bearing capacity of a beam-to-column joint before and after adding reinforcement in the shape of a haunch fastened on the side of the compressed

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Pollack Periodica
Authors: Cristian Vulcu, Aurel Stratan, Adrian Ciutină, and Dan Dubină

Dual-steel structural systems represent an innovation in seismic design in Europe. This type of structures, in which mild carbon steel (MCS) is used in dissipative members while high strength steel (HSS) is used in non-dissipative ‘elastic’ members, can be reliable and cost efficient. Because actual seismic design rules do not cover this specific configuration, a research project started with the aim to investigate and evaluate the seismic performance of dual-steel building frames. The paper makes a short description of the research project and presents the experimental program to be performed. For the beam-to-column joints that will be tested, a number of numerical simulations have been realized with the aim to anticipate their behavior and to find answers to problems for which decisions were taken in the design process. Finally, the results from the numerical analysis are presented.

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joints for seismic resistant dual-steel structures, Pollak Periodica , Vol. 6, No. 2, 2011. pp. 49–60. Dubina D. Beam-to-column joints for seismic resistant dual-steel structures

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. , Ciutină A. , Dubină D. Beam-to-column joints for seismic resistant dual-steel structures , Pollack Periodica, Vol. 6 , No. 2 , 2011 , pp. 49 – 60 . [8] Vulcu

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Pollack Periodica
Authors: Khairedin Abdalla, Dimitrios Kaziolas, Charalambos Baniotopoulos, and Muneer Badarneh

1987 Jaspart J. P. Recent advances in the field of steel joints-column, bases and further configurations for beam-to-column joints and beam splices

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Noguchi M., Komatsu K. A new method for estimating stiffness and strength in bolted timber-to-timber joints and its verification by experiments (II): bolted cross-lapped beam to column joints, Wood Sci . Vol. 50, No. 5, 2004, pp. 391

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plate beam-to-column joints, Journal of Constructional Steel Research , Vol. 16, No. 16, 1990, pp. 111–134. Aggarwal A. K. Behavior of flexible end plate beam-to-column joints

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Pollack Periodica
Authors: Alina-Maria Nariţa, Vlad Gurza, Răzvan Opriţa, Alexandra Keller, Iasmina Apostol, Marius Moşoarcă, and Cătălina Bocan

] Vulcu C. , Stratan A. , Ciutina A. , Dubina D. Beam-to-column joints for seismic resistant dual-steel structures , Pollack Periodica , Vol. 6 , No. 2 , 2011 , pp. 49 – 60 . [25

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Laboratory, Steel Structures, 1990. Jaspart J.P. Contributions to recent advance in the field of steel joints, column base and further configurations for beam-to-column joints and beam splices, Aggregation Thesis

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Pollack Periodica
Authors: Fahad Mohanad Kadhim, Emad Zuhair Gheni, Athmar Thamer Naiyf, and Muhammad Safa Al-Din Tahir

, “ Beam-to-column joints for seismic resistant dual-steel structures ,” Pollack Period. , vol. 6 , no. 2 , pp. 49 – 60 , 2011 . 10.1556/Pollack.6.2011.2.5 [13

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