Work of masonry under the combined action of vertical and horizontal loads: an analysis of experimental studies
Аннотация
The characteristic damage of masonry walls under the combined action of vertical and horizontal loads has been analyzed. Possible schemes of masonry destruction are considered. A diagonal shear is identified as a typical case of the destruction of piers under seismic impacts. The closeness of the loading conditions of the piers of the bearing walls under the action of the seismic force to those that arise in the frame when it is skewed is noted. The article considers the results of experimental studies of masonry specimens on the skew as models of the operation of piers under seismic impacts. The nature of destruction is analyzed, determining factors of influence. Based on the analysis of known experiments, proposals are presented for a kinematically possible scheme for the destruction of masonry walls, which is proposed as a base for the calculation
Ссылки
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of Masonry During Splitting. Scientific and Technical Statements of SPbSPU. Science and Education, 2(147), 259-265
18. Demchuk I.E. (2017). Strength and Strain of Masonry from Ceramic Bricks During Shear Across Horizontal Joints. Problems of Modern Concrete and Reinforced Concrete, 9, 183-205
https://doi.org/10.23746/2017-9-12
19. Izmailov Yu.V., Burovenko V.A., Kirpiy A.F. (1990). Strengthening of Buildings Damaged by an Earthquake. Carpathian Earthquake 1986., 303-317
20. Dong K.Б, Sui Z.-a, Jiang J., Zhou X. (2019). Experimental Study on Seismic Behavior of Masonry Walls Strengthened by Reinforced Mortar Cross Strips. Sustainability, 11(18), 4866
https://doi.org/10.3390/su11184866
21. American Society for Testing and Materials (ASTM). ASTM E 519–02. (2015). Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages. West Conshohock, PA, PA: ASTM International
22. Mitrofanov V.P., Dovzhenko О.А., Pogrebnoy V.V. (2005). Variational Method for Calculating the Strength of Masonry at Local Compression. Construction, Materials Science, Mechanical Engineering, 32, 76-82
23. Dovzhenko O.O., Pohribnyi V.V., Kurylenko О.О. (2012). On the Possibility of Using the Theory of Plasticity for Calculating the Strength of Elements from High-Strength Concrete. Utilities of Сities, 105, 74-82
24. Pohribnyi V., Dovzhenko O. & Maliovana O. (2018). The Ideal Plasticity Theory Usage Peculiarities to Concrete and Reinforced Concrete. International Journal of Engineering & Technology, 7(3.2), 19-26
http://dx.doi.org/10.14419/ijet.v7i2.26.14369
25. Pohribnyi V., Dovzhenko O., Karabash L. & Usenko I. (2016). The Design of Concrete Elements Strength under Local Compression Based on the Variational Method in the Plasticity Theory. Web of Conferences, 116, 02026
http://dx.doi.org/10.1051/matecconf/201711602026
26. Mitrofanov V.P., Pogrebnoy V.V.& Dovzhenko О.О. (2002). On the Possibility of Applying the Premise of Ideal Plasticity in Concrete. Bulletin of the Odessa State Academy of Civil Engineering and Architecture, 7, 118-124
2. Kovrov A.V., Shekhovtsov I.V., Petrash S.V. (2019). Construction of Buildings and Structures with Walls Made of Bricks and Large-sized Blocks in Seismic Regions of Ukraine. Science and Construction, 1, 18-24
3. National Society for Earthquake Technology Nepal (NSET) (2018). Engineers Training on Design for Seismic Retrofitting of Masonry Building, 13-17 August, Lalitpur, Nepal
4. Corradi M., Borri A., Castori G., Sisti R. (2014). Shear Strengthening of Wall Panels Through Jacketing with Cement Mortar Reinforced by GFRP Grids. Composites Part B: Engineering, 64, 33-42
https://doi.org/10.1016/j.compositesb.2014.03.022
5. Mustafaraj E., Yardim Y. (2018). In-plane Shear Strengthening of Unreinforced Masonry Walls Using GFRP Jacketing. Periodica Polytechnica Civil Engineering, 62(2), 330-336
https://doi.org/10.3311/PPci.11311
6. Kadam S., Singh Y., Bing L. (2012). Mechanical Properties of Externally Strengthened Masonry. Proceedings of 15th world conferences on earthquake
7. Meguro K., Soti R., Sathiparan N., Numada M. (2012). Dynamic Testing of Masonry Houses Retrofitting by Bamboo Band Meshes. Journal of Japan Society of Civil Engineers, 68 (4), 760-765
https://doi.org/10.2208/jscejseee.68.I_760
8. Akshay G., Vaibhav S. (2020). Strengthening of Confined Masonry Structures for In-plane Loads: a Review. IOP Conf. Series: Materials Science and Engineering, 936, 012031
https://doi:10.1088/1757-899X/936/1/012031
9. Tumanov A.V. (2000). Strength of Reinforced Walls Done from Masonry under the Combined Action of Vertical and Horizontal Forces. (Dis. cand. tech. sciences). Penza
10. Earthquake Strengthening of Unreinforced Masonry Buildings in New Zealand. Retrieved from:
https://www.tinoseismic.co.nz/articles/earthquake-strengthening-unreinforced-masonry-buildings
11. SP 31-114-2004. (2005). Rules for the Design of Residential and Public Buildings for Construction in Seismic Areas. Moscow: TSITP
12. Gasiev A.A., Granovsky A.V. (2015). To the Question of Assessing the Bearing Capacity of Brick Piers, Reinforced Canvases Made of Carbon Fiber Fabric, under the Action of Shear Forces. Industrial and Civil Construction, 6, 36-42
13. Dmitriev A.S. (1960). Masonry Structures. Modern State and Development Prospects. Moscow: Gosstroyizdat
14. Polyakov S.V., Safargaliev S.M. (1988). Seismic Resistance of Buildings with Bearing Brick Walls. Kazakhstan
15. Tonkikh G.P., Kabantsev A.V., Koshaev V.V. (2005). Experimental Research Technique for Reinforcing Masonry Buildings with Reinforced Concrete Applications. Earthquake-resistant Сonstruction. Safety of Structures, 6, 76-82
16. Tonkikh G.P., Kabantsev A.V., Koshaev V.V. (2007). Experimental Studies of the Bearing Capacity of Masonry at Main Loads. Earthquake-resistant Construction. Safety of Structures, 6, 26-31
17. Derkach V.N. (2012). Anisotropy of Tensile Strength
of Masonry During Splitting. Scientific and Technical Statements of SPbSPU. Science and Education, 2(147), 259-265
18. Demchuk I.E. (2017). Strength and Strain of Masonry from Ceramic Bricks During Shear Across Horizontal Joints. Problems of Modern Concrete and Reinforced Concrete, 9, 183-205
https://doi.org/10.23746/2017-9-12
19. Izmailov Yu.V., Burovenko V.A., Kirpiy A.F. (1990). Strengthening of Buildings Damaged by an Earthquake. Carpathian Earthquake 1986., 303-317
20. Dong K.Б, Sui Z.-a, Jiang J., Zhou X. (2019). Experimental Study on Seismic Behavior of Masonry Walls Strengthened by Reinforced Mortar Cross Strips. Sustainability, 11(18), 4866
https://doi.org/10.3390/su11184866
21. American Society for Testing and Materials (ASTM). ASTM E 519–02. (2015). Standard Test Method for Diagonal Tension (Shear) in Masonry Assemblages. West Conshohock, PA, PA: ASTM International
22. Mitrofanov V.P., Dovzhenko О.А., Pogrebnoy V.V. (2005). Variational Method for Calculating the Strength of Masonry at Local Compression. Construction, Materials Science, Mechanical Engineering, 32, 76-82
23. Dovzhenko O.O., Pohribnyi V.V., Kurylenko О.О. (2012). On the Possibility of Using the Theory of Plasticity for Calculating the Strength of Elements from High-Strength Concrete. Utilities of Сities, 105, 74-82
24. Pohribnyi V., Dovzhenko O. & Maliovana O. (2018). The Ideal Plasticity Theory Usage Peculiarities to Concrete and Reinforced Concrete. International Journal of Engineering & Technology, 7(3.2), 19-26
http://dx.doi.org/10.14419/ijet.v7i2.26.14369
25. Pohribnyi V., Dovzhenko O., Karabash L. & Usenko I. (2016). The Design of Concrete Elements Strength under Local Compression Based on the Variational Method in the Plasticity Theory. Web of Conferences, 116, 02026
http://dx.doi.org/10.1051/matecconf/201711602026
26. Mitrofanov V.P., Pogrebnoy V.V.& Dovzhenko О.О. (2002). On the Possibility of Applying the Premise of Ideal Plasticity in Concrete. Bulletin of the Odessa State Academy of Civil Engineering and Architecture, 7, 118-124
Опубликован
2020-12-30
Как цитировать
Dovzhenko Oksana Work of masonry under the combined action of vertical and horizontal loads: an analysis of experimental studies / Oksana Dovzhenko, Volodymyr Pohribnyi, Dmytro Usenko, Mahlinza Qiniso // ACADEMIC JOURNAL Industrial Machine Building, Civil Engineering. – Полтава: ПНТУ, 2020. – Т. 2 (55). – СС. 44-51. – doi:https://doi.org/10.26906/znp.2020.55.2340.
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