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Sliding Pendulum Bearing And Measuring Method Therefor - EP3568525

EP3568525

MAURER ENGINEERING
Application Number
EP18710325A
Filing Date
Feb 13, 2018
Status
Granted And Under Opposition
Oct 13, 2023
Grant Date
Nov 15, 2023
External Links
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The patent EP3568525B1 was granted to Maurer Engineering on Nov 15, 2023 following the initial filing on Feb 13, 2018 under the application number EP18710325A . The current legal status of the patent is Granted And Under Opposition.

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Patent Oppositions (2)

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MAGEBA SERVICES & TECHNOLOGYAug 13, 2024ADMISSIBLE
FIP MECAug 8, 2024ADMISSIBLE

Patent Citations (6) New

Patent citations refer to prior patents cited during different phases such as opposition or international search.

Citation PhasePublication NumberPublication Link
EXAMINATIONCN101705656B
INTERNATIONAL-SEARCH-REPORTDE102005060375
INTERNATIONAL-SEARCH-REPORTWO2012114246
INTERNATIONAL-SEARCH-REPORTWO2014173622
OPPOSITIONUS4644714
OTHERUS4644714

Non-Patent Literature (NPL) Citations (10) New

NPL citations refer to non-patent references such as research papers, articles, or other publications cited during examination or opposition phases.

Citation PhaseReference TextLink
OPPOSITION- Anonymous, "EN 1998-2: Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges", European Standard, CEN, (20051101), XP009557075-
OPPOSITION- Constantinou Michael C., "FRICTION PENDULUM DOUBLE CONCAVE BEARING - Technical Report", Technical Report, University at Buffalo State University of New York, Buffalo, NY, (20041029), pages 1 - 48, XP093205278-
OPPOSITION- Fenz Daniel M., Micheal C. Constantinou, "Development, Implementation and Verification of Dynamic Analysis Models for Multi-Spherical Sliding Bearings", MCEER: Earthquake Engineering to Extreme Events, University at Buffalo, (20080815), no. MCEER-08-0018, ISSN 1520-295X, pages 1 - 308, XP093062331-
OPPOSITION- Malekzadeh M., Taghikhany.T., "Adaptive Behavior of Double Concave Friction Pendulum Bearing and its Advantages over Friction Pendulum Systems", Scientia Iranica, Sharif University of Technology, (20100401), vol. 17, no. 2, ISSN 1026-3098, pages 81 - 88, XP093062338-
OPPOSITION- Quaglini Virginio, Gandelli Emanuele, Dubini Paolo, Vazzana Giacomo, Farina Gianluigi, "RE-CENTRING CAPABILITY OF FRICTION PENDULUM SYSTEM: EXPERIMENTAL INVESTIGATION", SECOND EUROPEAN CONFERENCE ON EARTHQUAKE ENGINEERING AND SEISMOLOGY, ISTANBUL, Turkish Earthquake Foundation, (20140825), pages 1 - 12, XP093205276-
OPPOSITION- Daniel M. Fenz; Michael C. Constantinou, "Behaviour of the double concave Friction Pendulum bearing", EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, WILEY, NEW YORK, NY, US, US , (20060619), vol. 35, no. 11, doi:10.1002/eqe.589, ISSN 0098-8847, pages 1403 - 1424, XP071430132
OPPOSITION- Daniel M. Fenz; Michael C. Constantinou, "Spherical sliding isolation bearings with adaptive behavior: Theory", EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS, WILEY, NEW YORK, NY, US, US , (20070820), vol. 37, no. 2, doi:10.1002/eqe.751, ISSN 0098-8847, pages 163 - 183, XP071445373
OPPOSITION- Kim, Y.S. Yun, C.B., "Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior", Engineering Structures, ELSEVIER, AMSTERDAM, NL, AMSTERDAM, NL , (20071029), vol. 29, no. 11, doi:10.1016/j.engstruct.2007.02.009, ISSN 0141-0296, pages 3082 - 3093, XP022318651
OPPOSITION- F. Khoshnoudian; A. Hemmati;, "Seismic Response of Base-Isolated Structures using DCFP Bearings with Tri-Linear and Bi-Linear Behavviors", Procedia Engineering, Elsevier BV, NL, NL , vol. 14, doi:10.1016/j.proeng.2011.07.381, ISSN 1877-7058, pages 3027 - 3035, XP028302672
OPPOSITION- Rabiei Montazar , Faramarz Khoshnoudian, "Seismic Response of Elevated Liquid Storage Tanks Using Double Concave Friction Pendulum Bearings with Tri-Linear Behavior ", Advances in structural engineering : an international journal, Brentwood : Multi-Science Publ., (20130201), vol. 16, no. 2, doi:10.1260/1369-4332.16.2.315, ISSN 1369-4332, pages 315 - 337, XP093205257

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