Abstract
Pounding between adjacent buildings during ground motion may result in structural damage or lead to total destruction of structures. The research on the phenomenon has recently been much advanced; however, the analyses have been carried out only for concrete, steel, and masonry structures, while pounding between wooden buildings has not been studied so far. The aim of this paper is to show the results of detailed non-linear seismic analysis of inter-story pounding between the wood-framed buildings modelled by using the finite element method. Firstly, the modal analysis of the structures was conducted. Then, the detailed non-linear analysis of earthquake-induced collisions between two wood-framed buildings of different heights was carried out. The results of the analysis indicate that the behavior of both structures in the longitudinal as well as in the transverse direction is significantly influenced by interactions. The response of the taller building is increased in both directions. On the other hand, the response of the lower building is decreased in the longitudinal direction, while it is increased in the transverse one. The results of the study presented in the paper indicate that, due to deformability of buildings made of wood, structural interactions may change their responses much more, as compared to steel, reinforced concrete, or masonry structures.
Citations
-
8
CrossRef
-
0
Web of Science
-
8
Scopus
Authors (5)
Cite as
Full text
- Publication version
- Accepted or Published Version
- License
- open in new tab
Keywords
Details
- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
-
Geosciences
no. 9,
pages 1 - 17,
ISSN: - Language:
- English
- Publication year:
- 2019
- Bibliographic description:
- Migda W., Szczepański M., Lasowicz N., Jakubczyk-Gałczyńska A., Jankowski R.: Non-Linear Analysis of Inter-Story Pounding between Wood-Framed Buildings during Ground Motion// Geosciences -Vol. 9, (2019), s.1-17
- DOI:
- Digital Object Identifier (open in new tab) 10.3390/geosciences9120488
- Bibliography: test
-
- Kasai, K.; Maison, B.F. Building pounding damage during the 1989 Loma Prieta earthquake. Eng. Struct. 1997, 19, 195-207. open in new tab
- Jankowski, R. Pounding between superstructure segments in multi-supported elevated bridge with three- span continuous deck under 3D non-uniform earthquake excitation. J. Earthq. Tsunami 2015, 9, 1550012. open in new tab
- Vasiliadis, L.; Elenas, A. Performance of school buildings during the Athens earthquake of September 7 1999. In Proceedings of the 12th European Conference on Earthquake Engineering, London, UK, 9-13 September 2002; Volume 264.
- Rosenblueth, E.; Meli, R. The 1985 earthquake: Causes and effects in Mexico City. Concr. Int. 1986, 8, 23-24.
- Anagnostopoulos, S.A. Earthquake induced pounding: State of the art. In Proceedings of the 10th European Conference on Earthquake Engineering, Vienna, Austria, 28 August-2 September 1994, pp. 897-905. open in new tab
- Miari, M.; Choong, K.K.; Jankowski, R. Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures. Soil Dyn. Earthq. Eng. 2019, 121, 135-150. open in new tab
- Khatami, S.M.; Naderpour, H.; Barros, R.C.; Jakubczyk-Gałczyńska, A; Jankowski, R. Effective formula for impact damping ratio for simulation of earthquake-induced structural pounding. Geosciences 2019, 9, 347. open in new tab
- Bamer, F.; Markert, B. A nonlinear visco-elastoplastic model for structural pounding. Earthq. Eng. Struct. Dyn. 2018, 47, 2490-2495. open in new tab
- Komodromos, P.; Polycarpou, P.C.; Papaloizou, L.; Phocas, M.C. Response of seismically isolated buildings considering poundings. Earthq. Eng. Struct. Dyn. 2007, 36, 1605-1622. open in new tab
- Anagnostopoulos, S.A. Pounding of building in series during earthquakes. Earthq. Eng. Struct. Dyn. 1988, 16, 443-456. open in new tab
- Anagnostopoulos, S.A.; Spiliopoulus, K.V. An investigation of earthquake induced pounding between adjacent buildings. Earthq. Eng. Struct. Dyn. 1992, 21, 289-302. open in new tab
- Maison, B.F.; Kasai K. Dynamics of pounding when two buildings collide. Earthq. Eng. Struct. Dyn. 1992, 21, 771-786. open in new tab
- Karayannis, C.G.; Favvata M.J. Earthquake-induced interaction between adjacent reinforced concrete structures with non-equal heights. Earthq. Eng. Struct. Dyn. 2005, 34, 1-20. open in new tab
- Jankowski, R.; Mahmoud, S. Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes. Bull. Earthq. Eng. 2016, 14, 3075-3097. open in new tab
- Komodromos, P.; Polycarpou, P. On the numerical simulation of impact for the investigation of earthquake- induced pounding of building. In Proceedings of the Tenth International Conference on Computational Structures Technology, Stirlingshire, UK, 16 September 2010.
- Polycarpou, P.C.; Komodromos, P. Earthquake-induced poundings of a seismically isolated building with adjacent structures. Eng. Struct. 2010, 32, 1937-1951. open in new tab
- Crozet, V.; Politopoulos, I.; Chaudat, T. Shake table tests of structures subject to pounding. Earthq. Eng. Struct. Dyn. 2019, 48, 1156-1173. open in new tab
- Sołtysik, B.; Jankowski, R. Non-linear strain rate analysis of earthquake-induced pounding between steel buildings. Int. J. Earth Sci. Eng. 2013, 6, 429-433. open in new tab
- Jameel, M.; Islam, A.B.M.S.; Hussain, R.R.; Hasan, S.D.; Khaleel, M. Non-linear FEM analysis of seismic induced pounding between neighbouring multi-storey structures. Lat. Am. J. Solids Struct. 2013, 10, 921- 939. open in new tab
- Favvata, M.J.; Naoum, M.C; open in new tab
- Karayannis, C.G. Earthquake induced interaction between RC frame and steel frame structures. WIT Trans. Built Environ. 2013, 134, 839-851.
- Elwardany, H.; Seleemah, A.; Jankowski, R. Seismic pounding behavior of multi-story buildings in series considering the effect of infill panels. Eng. Struct. 2017, 144, 139-150. open in new tab
- Bi, K.; Hao, H.; Sun, Z. 3D FEM analysis of earthquake induced pounding responses between asymmetric buildings. Earthq. Struct. 2017, 13, 377-386.
- Hughes, P.J; Sarebanha, A; Mosqueda, G. Finite element analysis of moat wall pounding in base-isolated buildings. In Proceedings of the 11th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Los Angeles, CA, USA, 25-29 June 2018.
- Elwardany, H.; Seleemah, A.; Jankowski, R.; El-khoriby S. Influence of soil-structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels. Bull. Earthq. Eng. 2019, 17, 6165-6202. open in new tab
- Karayannis, C.G.; Favvata, M.J. Inter-story pounding between multistory reinforced concrete structures. Struct. Eng. Mech. 2005, 20, 505-526. open in new tab
- Shakya, K.; Wijeyewickrema, A.C. Mid-column pounding of multi-story reinforced concrete buildings considering soil effects. Adv. Struct. Eng. 2019, 12, 71-85. open in new tab
- PN-EN 338:2016-06 EN Constructional wood -Strength classes. 2016. (In Polish) open in new tab
- PN-EN 1995-1-1 Eurocode 5: Design of wooden structures. Part 1-1: General principles and rules for buildings, 1995. (In Polish) open in new tab
- PN-EN 14080:2013-07en Wooden structures -Laminated wood and laminated solid wood -Requirements, 2013. (In Polish) open in new tab
- Szczepański, M.; Migda, W.; Jankowski, R. Modal analysis of real timber frame houses with different insulation materials. Adv. Sci. Technol. Res. J. 2016, 10, 215-221. open in new tab
- Szczepański, M.; Migda, W.; Jankowski, R. Increasing the seismic resistance of wood-frame buildings by applying PU foam as thermal insulation. Period. Polytech. Civ. Eng. 2019, 63, 480-488.
- Dlubal RFEM-FEM Structural Analysis Software. Available online: https://www.dlubal.com/ (accessed on 10 June 2019). open in new tab
- Central Geological Database. Available online: http://baza.pgi.gov.pl (accessed on 27 December 2016). open in new tab
- Chopra, A.K. Dynamics of Structures: Theory and Applications to Earthquake Engineering; Prentice Hall: Upper Saddle River, NJ, USA, 1995.
- Bertero, V.V.; Collins, R.G. Investigation of the Failures of the OLIVE View Stairtowers during the San Fernando Earthquake and Their Implications on Seismic Design; EERC Report No. 73-26; Earthquake Engineering Research Center, University of California: Berkeley, CA, USA, 1973. open in new tab
- Jankowski, R. Non-linear FEM analysis of earthquake-induced pounding between the main building and the stairway tower of the Olive View Hospital. Eng. Struct. 2009, 31, 1851-1864. open in new tab
- Fragiacomo, M.; Batchelar, M.; Wallington C.; Buchanan, A.H. Moment Joints in Timber Frames Using Glued- In Steel Rods: Experimental Investigation of Long-Term Performance; World Conference on Timber Engineering: Riva del Garda, Italy, 2010. open in new tab
- Verified by:
- Gdańsk University of Technology
seen 89 times
Recommended for you
Determination of Peak Impact Force for Buildings Exposed to Structural Pounding during Earthquakes
- S. M. Khatami,
- H. Naderpour,
- C. R. Barros
- + 2 authors
Earthquake-Induced Pounding of Medium-to-High-Rise Base-Isolated Buildings
- H. Naderpour,
- P. Danaeifard,
- D. Burkacki
- + 1 authors