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“Computational Civil Engineering 2005”, International Symposium 255The robotic structure will "think" in advance for calling robots needed in buildingor withdrawing parts of the structure. Repairing or improvements based on newestmaterials or researches will be done. There will be an always work of self-controlof the building and for interaction with the environment.Civil and structural engineers should prepare to strongly cooperate with all themembers of the civil society for globalization and integration of their work.5. CONCLUSIONS AND FURTHER RESEARCH PROPOSESStructural Robotics is a concept that tries to cope with the future of Structural CivilEngineering [1]. This paper shows that, at this moment, based on shownmethodology, active hinges can make this concept be put into practice.Compared to [1], the active hinges means are further developed. However, it isenvisioned that analytical applications must be started for showing theeffectiveness and requirements that this new concept and means are implying.AcknowledgmentsThis paper is partially supported by CNCSIS Romania Grant code no. 540/2005.References1. Păuleţ-Crăiniceanu, F.: Structural Robotics, First Romanian American Workshop inStructural Engineering, June 25-30, 1999, Iaşi, Romania pp. 43-52, “Al.I. Cuza” UniversityPublishing House Iasi, 1999, ISBN 973-9312-59-42. Yao, T.P.J. 1972. Concept of Structural Control. Journal of the Structural Division. Vol. 98,No. St7: pp. 1567-15743. Kobori, T. 1988. Active Seismic Response Control (state of art report). Proceedings of the9 th WCEE.4. Public Works Research Institute And 28 Companies, Manual of Menshin Design ofHighway Bridges, Technical Note No.60, Public Works Research Institute, Tsukuba, Japan,19935. Soong, T.T, Manolis, G.D. 1987. Active Structures. Journal of Structural Engineering. Vol.113. No. 11.6. Păuleţ-Crăiniceanu, F., Earthquake Engineering, Editura Cermi, Iaşi, 1999, ISBN 973-9378-81-17. Housner, G.W., Soong, T.T., Masri, S.F. 1994. Second Generation of Active StructuralControl in Civil Engineering. Proceedings of the First World Conference on StructuralControl, Los Angeles, California, USA. Vol. 1: Panel 3-188. Păuleţ-Crăiniceanu, F. 1997. Active Control Approach for Long Span Bridge Responses toStrong Earthquakes. Doctoral Thesis. Yokohama: Yokohama National University9. Păuleţ-Crăiniceanu, F. 1999. Seismic Response Control of Long Cable-stayed Bridges.Proceedings of the Second World Conference on Structural Control, Kyoto, Japan. Vol. 2:pp. 959-964. Chichester: John Willey & Sons
256 F. Paulet-Crainiceanu10. Păuleţ-Crăiniceanu, F., Atanasiu, G.M. 1998. Optimal active control for large threedimensionalfem models. 11th European Conference on Earthquake Engineering, Paris,France: CD-ROM. Rotterdam: Balkema11. L. Bakule, F. Paulet-Crainiceanu, J. Rodellar,: Mitigation of seismic vibrations of abenchmark cable bridge using structural active control, Computational Civil Engineering2004, Editura Soc. Acad. “M.T. Botez”, Iasi2005, pp. 45-54 ISBN 973-7962-50-8
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