Effect of lateral resisting systems on the wind-induced serviceability response of tall timber buildings
Source abstract
Abstract
Timber, a lightweight and environmentally friendly material, has gained popularity in construction due to its positive impact on sustainability. However, concerns regarding occupant comfort arise from the lightweight of timber, leading to various vibration issues of tall buildings. This study compares the performance of three structural systems: frames, shear walls, and diagrid systems, under wind loads. This research aims to identify the most efficient structural solutions by analyzing deflection, inter-story drift, and peak acceleration under design wind loads. The performance of these structural systems was evaluated based on ISO 10137 comfort level. The results demonstrate that the diagrid system outperforms the frame and shear wall systems regarding withstanding lateral forces, exhibiting higher natural frequencies and lower peak acceleration. Furthermore, considering the deflection of each system, which is influenced by structural stiffness, the diagrid system demonstrates a deflection of only 13.24 mm under design loads, which is lower than that of the frame and shear wall system.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Wind and Air Flow Studies · Structural Engineering and Vibration Analysis · Tree Root and Stability Studies
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (68)
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1. B. Sizirici, Y. Fseha, C.-S. Cho, I. Yildiz, Y.-J. Byon, A review of carbon footprint reduction in construction industry, from design to operation (2021).10.3390/ma14206094 ↗
2. J.L. Skullestad, R.A. Bohne, J. Lohne, High-rise timber buildings as a climate change mitigation measure - a comparative lca of structural system alternatives (2016).10.1016/j.egypro.2016.09.112 ↗
3. P. Žemaitis, E. Linkevičius, M. Aleinikovas, D. Tuomasjukka, Sustainability impact assessment of glue laminated timber and concrete-based building materials production chains - a lithuanian case study (2021).10.1016/j.jclepro.2021.129005 ↗
4. J. Abed, S. Rayburg, J. Rodwell, M. Neave, A review of the performance and benefits of mass timber as an alternative to concrete and steel for improving the sustainability of structures (2022).10.3390/su14095570 ↗
5. T. Abergel, J. Dulac, I. Hamilton, M. Jordan, A. Pradeep, B. Dean, C. Delmastro, B. Motherway, M. Slade, N. Nass, 2019 global status report for buildings and construction towards a zero-emissions, efficient and resilient buildings and construction sector (2019).
6. B. Dhiman, Sustainability and applications of a timber as structural material: A review (2020).
7. Tracing china’s steel use from steel flows in the production system to steel footprints in the consumption system10.1016/j.rser.2022.113040 ↗
8. Smart materials and technologies for sustainable concrete construction10.1016/j.dibe.2023.100177 ↗
9. V.Z. Leskovar, M. Permrov, A review of architectural and structural design typologies of multi-storey timber buildings in europe (2021).
10. I. Smith, A. Frangi, Tall timber buildings: Introduction (2018).
11. X. Zhao, B. Zhang, T. Kilpatrick, I. Sanderson, Numerical analysis on global serviceability behaviours of tall clt buildings to the eurocodes and uk national annexes (2021).10.3390/buildings11030124 ↗
12. S. Lin, Z. Huang, Comparative design of structures (2016).10.1007/978-3-662-48044-1 ↗
13. P.S.V.B. Reddy, M..Eadukondalu, Study of lateral structural systems in tall buildings (2018).
14. T. Carrero, J. Montaño, L. Perez, G. Doudak, H.S. María, P. Guindos, New glulam-framed shear wall concept with enhanced behaviour characteristics for tall timber buildings in seismic areas (2022).10.21203/rs.3.rs-1259019/v1 ↗
15. M. Fragiacomo, B. Dujic, I. Sustersic, Elastic and ductile design of multi-storey crosslam massive wooden buildings under seismic actions (2011).10.1016/j.engstruct.2011.05.020 ↗
16. W. Zheng, W. Lu, W. Liu, Y. Li, Lateral loading behavior of glulam frame-midply hybrid lateral systems (2019).10.1016/j.conbuildmat.2019.05.182 ↗
17. K.I. Edvardsen, T.O. Ramstad, Trehus (2014).
18. R. Abrahamsen, M.A. Bjertnaes, J. Bouillot, B. Brank, L. Cabaton, R. Crocetti, O. Flamand, F. Garains, I. Gavric, O. Germain, et al., Dynamic response of tall timber buildings under service load: The dynattb research program, in: EURODYN 2020, XI International Conference on Structural Dynamics, Athens, Greece, 22–24 June 2020, National Technical University of Athens, 2020, 4900–4910.10.47964/1120.9397.18405 ↗
19. M. Johansson, A. Linderholt, K. Jarnerö, P. Landel, Tall timber buildings—a preliminary study of wind-induced vibrations of a 22-storey building, Proceedings of the WCTE (2016).
20. B. Orta, J.E. Martínez-Gaya, J. Cervera, J.R. Aira, Timber high rise, state of the art (2020).
21. A. Vilguts, Moment-resisting timber frames with semi-rigid connections, NTNU, 2021.
22. Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings10.1016/j.engstruct.2022.114209 ↗
23. Reduced and test-data correlated fe-models of a large timber truss with dowel-type connections aimed for dynamic analyses at serviceability level10.1016/j.engstruct.2022.114208 ↗
24. M.A. Bezabeh, G.T. Bitsuamlak, M. Popovski, S. Tesfamariam, Dynamic response of tall mass-timber buildings to wind excitation (2020).10.1061/(ASCE)ST.1943-541X.0002746 ↗
25. A. Talja, L. Fülöp, Evaluation of wind-induced vibrations of modular buildings, VTT Technical Research Centre of Finland (2016).
26. A. Feldmann, H. Huang, W. Chang, R. Harris, P. Dietsch, M. Gräfe, C. Hein, Dynamic properties of tall timber structures under wind-induced vibration, in: World Conference on Timber Engineering (WCTE2016), 2016.
27. T. Reynolds, R. Harris, W. Chan, Dynamic response of tall timber buildings to wind load, In: 35th Annual Symposium of IABSE/52nd Annual Symposium of IASS/6th International Conference on Space Structures, London, 2011.
28. Haut - a 21-storey tall timber residential building
29. Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings10.1016/j.engstruct.2022.114209 ↗
30. M. Johansson, A. Linderholt, Å. Bolmsvik, K. Jarnerö, J. Olsson, T. Reynolds Building higher with light-weight timber structures-the effect of wind induced vibrations, in: 44th International Congress and Exposition on Noise Control Engineering, INTER-NOISE 2015, 2015.
31. Wind-induced vibrations in timber buildings-parameter study of cross-laminated timber residential structures10.2749/101686617X14881932435619 ↗
32. Dynamic properties of cross-laminated timber and timber truss building systems10.1016/j.engstruct.2019.01.136 ↗
33. Numerical analysis on global serviceability behaviours of tall clt buildings to the eurocodes and uk national annexes10.3390/buildings11030124 ↗
34. Numerical analysis on global serviceability behaviours of tall glulam frame buildings to the eurocodes and uk national annexes10.32732/jcec.2021.10.3.109 ↗
35. P. Landel, M. Johansson, A. Linderholt, Comparative study of wind-induced accelerations in tall timber buildings according to four methods, in: WCTE 2021, World Conference on Timber Engineering, Santiago, Chile, 9–12 August, 2021.
36. A theoretical study of the dynamic response of planar timber frames with semi-rigid moment-resisting connections subjected to wind loads10.1016/j.engstruct.2021.112367 ↗
37. Dynamic response of tall mass-timber buildings to wind excitation
38. Comfort assessment of high-rise timber buildings exposed to wind-induced vibrations10.1002/tal.1882 ↗
39. Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part i - structural design and wind tunnel testing10.1016/j.jweia.2018.08.012 ↗
40. Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part ii - structural reliability analysis10.1016/j.jweia.2018.08.013 ↗
41. Multiobjective design optimization of multi-outrigger tall-timber building: Using sma-based damper and lagrangian model
42. Contributions of plywood shear walls and plasterboad on seismic response reductio of timber structures using wood friction-based dampers10.3130/aijt.27.166 ↗
43. Seismic design method based on spectrum capacity procedure for timber semi-rigid frame with oil damper10.3130/aijs.85.355 ↗
44. Lateral stiffening systems for tall timber buildings-tube-in-tube systems10.1080/17480272.2022.2086066 ↗
45. Truss segments made of moulded wood tubes as support structure of small wind power plants [konstruktion einerwindkraftanlage mit fachwerksegment aus faserbewehrten formholzrohren]10.37544/0005-6650-2021-01-02-37 ↗
46. E.C.F. Standardization, Eurocode — basis of structural design (2002).
47. S.T.L. Chan, On the way to true timber building how to minimize the use of concrete and steel in timber high-rise buildings? (2018).
48. D. Safarik, J. Elbrecht, W. Miranda, State of tall timber 2022 (2022).
49. R. Abrahamsen, Mjøstårnet - construction of an 81 m tall timber building (2017).
50. archello, 25 king (2018).
51. I. Architizer, 25 king (2023).
52. R.B. Abrahamsen, K.A. Malo, tructural design and assembly of “treet” - a 14-storey timber residential building in norway (2014).
53. X. Zhang, L. Xuan, W. Huang, L. Yuan, P. Li, Structural design and analysis for a timber-concrete hybrid building (2022).10.3389/fmats.2022.844398 ↗
54. Proposal for defining a tall, timber building
55. G. Angelucci, F. Mollaioli, M. Molle, S. Paris, Performance assessment of timber high-rise buildings: Structural and technological considerations (2022).10.2174/18748368-v16-e2206270 ↗
56. Dynamic identification and model updating of an eight-storey clt building10.1016/j.engstruct.2020.110593 ↗
57. Effect of construction features on the dynamic performance of mid-rise clt platform-type buildings
58. Dynamic identification and model updating of an eight-storey clt building10.1016/j.engstruct.2020.110593 ↗
59. L. Dominik, Live load - all you need to know (2023).
60. Some structural design issues of the 14-storey timber framed building “treet” in norway10.1007/s00107-016-1022-5 ↗
61. P. Mendis, T. Ngo, N. Haritos, A. Hira, B. Samali, J. Cheung, Wind loading on tall buildings (2007).10.56748/ejse.641 ↗
62. A.G. Davenport, The dependence of wind loads on meterological parameters (1967).
63. A. Vilguts, H. Stamatopoulos, K.A. Malo, A review of architectural and structural design typologies of multi-storey timber buildings in europe (2021).
64. E.C.F. Standardization, Standardization, Eurocode 1: Actions on structures - part 1–4: General actions - wind actions (2009).
65. E.C.F. Standardization, Standardization, Bases for design of structures - serviceability of buildings and walkways against vibrations (2007).
66. H. Howarth, Human exposure to wind-induced motion in tall buildings: and assessment of guidance in iso 6897 and iso 10137 (2015).
67. I. Edskär, Wind-induced vibrations in timber buildings-parameter study of cross-laminated timber residential structures (2018).10.2749/101686617X14881932435619 ↗
68. K.A. Malo, H. Stamatopoulos, Connections with threaded rods in moment resisting frames (2016).