Special Design Joints for Precast Structural Members and Applications
Keywords:
Reinforcement anchorages, Threaded inserts, Chamfers, Columns to columns connections, Beam to column connections, Main beam to secondary beamsAbstract
In these papers, most intricate and most difficult problems are to be solved in both design and construction of structure assembled of precise members is the joining of the latter. It’s highly important that the construction of the joints should be easy, that unavoidable smaller inaccuracies and deviations within dimensional tolerances should neither influence the designed stresses to a detrimental manner nor cause inadmissible changes in the stress distribution of the structure. It is desirable that the structure should be load bearing as soon as possible, preferably immediately after assembly. An additional justified demand is that the joints require, owing to their intricacy, greatly increased control/ joints which cannot be inspected should be omitted. When solving the problems for joints, the properties of reinforced concrete must be taken into consideration. This means in other words, that the design and the construction of the joints should harmonized with the material to come into use. The properties of steel and timber are quite different from those of concrete and reinforced concrete. Therefore, joints similar to those used in timber and steel construction generally not appropriate for the purpose.
References
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2. Mainstone, R. (2013). Developments in structural form.Routledge.
3. Dym, C. L. (1997). Structural modeling and analysis. Cambridge University Press.
4. Mimura, T., Fukae, K., Takabayashi, A., Mori, M., &Ohtsuka, T. (2000). U.S. Patent No. 6,155,006. Washington, DC: U.S. Patent and Trademark Office.
5. Kovács, F., &Tarnai, T. (2004). Symmetry-adapted mobility and stress analysis of spherical and polyhedral generalized bar-and-joint structures (Doctoral dissertation, PhD dissertation submitted to the BME).
6. Pellegrino, S., &Calladine, C. R. (1986). Matrix analysis of statically and kinematically indeterminate frameworks. International Journal of Solids and Structures 22(4), 409-428.
7. Baniotopoulos, C. C., & Wald, F. (Eds.). (2000). The Paramount Role of Joints into the Reliable Response of Structures: From the Classic Pinned and Rigid Joints to the Notion of Semi-rigidity:[proceedings of the NATO Advanced Research Workshop... Ouranoupolis, Greece, May 21-23, 2000] (Vol. 4).Springer Science & Business Media.
8. Kirsch, U. (1989). Optimal topologies of structures. Applied Mechanics Reviews, 42(8), 223-239.
9. Almeida, A. F. D. (1994). Neural network detection of fatigue crack growth in riveted joints using acoustic emission.
10. Negro, P., &Toniolo, G. (2012). Design Guidelines for Connections of Precast Structures under Seismic Actions Third Main Title Line Third Line.
11. Perry, D. E., & Wolf, A. L. (1992). Foundations for the study of software architecture. ACM SIGSOFT Software engineering notes, 17(4), 40-52.
12. Khulief, Y. A., &Shabana, A. A. (1986). Dynamic analysis of constrained system of rigid and flexible bodies with intermittent motion. Journal of Mechanisms, Transmissions, and Automation in Design 108(1), 38-45.
13. Rob, K., Kees, P., Maaike, H., & Hans, H. (2004). Building communities for the exchange of learning objects: theoretical foundations and requirements. ALT-J, 12(1), 21-35.
14. Bazant, Z. P. (1975). Theory of creep and shrinkage in concrete structures: A precis of recent developments. Mechanics today, 2, 1-93.
15. Wong, M. F., & Chung, K. F. (2002). Structural behaviour of bolted moment connections in cold-formed steel
beam-column sub-frames. Journal of Constructional Steel Research 58(2), 253-274.
16. Schreiber, J. B., Nora, A., Stage, F. K., Barlow, E. A., & King, J. (2006). Reporting structural equation modeling and confirmatory factor analysis results: A review. The Journal of educational research 99(6), 323-338.
17. Smith, D. A., & Hendy, C. R. (2008). Design of the Dubai Metro Light Rail viaducts-Substructure. Concrete engineering, 12(3), 10-12.
18. Ghali, A., Neville, A., & Brown, T. G. (2014). Structural analysis: a unified classical and matrix approach. Crc Press.
19. Bažant, Z. P., Yu, Q., & Li, G. H. (2012). Excessive longtime deflections of prestressed box girders. I: Recordspan bridge in Palau and other paradigms. Journal of structural engineering 138(6), 676-686.
20. Mordike, B. L., & Ebert, T. (2001). Magnesium: properties—applications—potential. Materials Science and Engineering: A, 302(1), 37-45.
21. Aïtcin, P. C. (2011). High performance concrete.CRC press.
22. Alsiwat, J. M., &Saatcioglu, M. (1992). Reinforcement anchorage slip under monotonic loading. Journal of Structural Engineering 118(9), 2421-2438.
23. Papanicolaou, C. G., Triantafillou, T. C., Papathanasiou, M., &Karlos, K. (2008). Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: outof-plane cyclic loading. Materials and Structures, 41(1), 143-157.
24. Mcclarney, H. W. (1966). U.S. Patent No. 3,287,782. Washington, DC: U.S. Patent and Trademark Office.
25. Leland, J. E., Goodman, R. M., & Mooreland, D. M. (1989). Designing for impact resistance with new high strength PPS compounds (No. 890444).SAE Technical Paper.
26. Unger, K. K., Skudas, R., & Schulte, M. M. (2008). Particle packed columns and monolithic columns in high-performance liquid chromatography-comparison and critical appraisal. Journal of Chromatography A 1184(1-2), 393-415.
27. Schütte, S. (2005). Engineering emotional values in product design: Kansei engineering in development (Doctoral dissertation, Institutionenförkonstruktions-ochproduktionsteknik).
28. Kornick, J. B., &Broestl, E. A. (1968). U.S. Patent No. 3,397,626. Washington, DC: U.S. Patent and Trademark Office.
29. Buchanan, A. H., Bull, D., Dhakal, R., MacRae, G., Palermo, A., &Pampanin, S. (2011). Base isolation and damage-resistant technologies for improved seismic performance of buildings.
30. Hao, Y., Liu, F., & Han, E. H. (2013). Protection of epoxy coatings containing polyaniline modified ultra-short glass fibers. Progress in Organic Coatings, 76(4), 571580.
31. Kaya, M., Sahay, P., & Wang, C. (2013). Reproducibly reversible fiber loop ringdown water sensor embedded in concrete and grout for water monitoring. Sensors and Actuators B: Chemical, 176, 803-810.
32. Kang, S. C., Chi, H. L., & Miranda, E. (2009). Threedimensional simulation and visualization of crane assisted construction erection processes. Journal of Computing in Civil Engineering, 23(6), 363-371.
33. Priestley, M. N., Sritharan, S., Conley, J. R., &Pampanin, S. (1999). Preliminary results and conclusions from the PRESSS five-story precast concrete test building. PCI journal, 44(6), 42-67.
34. Yan, W. (2006). Development of the Research on New Type Ductile Connection in Steel Moment Resisting Frames [J]. Journal of Qingdao Technological University 3, 000.
35. Ozturan, T., Ozden, S., &Ertas, O. (2006). Ductile connections in precast concrete moment resisting frames. concrete construction, 9, 11.
Published
2018-10-05
Issue
Section
Research Article
