Seismic design of timber structures

Tomi Toratti

Research output: Book/ReportReport

Abstract

Timber buildings have a good reputation when subjected to seismic events. Experience from North America and Japan states that wooden buildings can resist catastrophic earthquakes with minimal damage. Many modern timber buildings have resisted even without any visual signs of damage. The advantage of wooden buildings is based on low self-weight, ductile joints and in general very regular building geometry. An effective way to design for lateral loads, including seismic loads, in residential wooden houses, is the use of plywood panels in shear walls. These shear walls have high lateral force resisting capacity and the joints are in general very ductile. The ductility of the joints is very critical as it affects also the level of shear force to which the wall is subjected. The high performance of plywood shear walls is based on the ductility and energy dissipative characteristics of nailed or screwed joints on plywood in shear. Based on previous experience, modern design codes perform well for earthquakes. In the European region, Eurocode 5, Design of timber structures, and Eurocode 8, Design provisions for earthquake resistance of structures, are new design codes and these may be applied for example in the exportation of wooden buildings and building know-how to seismic areas. This report explains the use of Eurocodes in the seismic design of wooden residential buildings. Wooden buildings are usually regular, both in plane and in height, and in such case, a simplified modal response spectrum analysis may be used. The body forces created by the ground acceleration on the building are converted to a base shear force imposed to both principal directions. EC8 gives the methods to calculate this shear force. The structures resisting these lateral forces such as shear walls, floor diaphragms and anchorages are then designed against this base shear force.
Original languageEnglish
Place of PublicationEspoo
PublisherVTT Technical Research Centre of Finland
Number of pages69
ISBN (Print)951-38-5832-4
Publication statusPublished - 2001
MoE publication typeD4 Published development or research report or study

Publication series

SeriesVTT Tiedotteita - Meddelanden - Research Notes
Number2101
ISSN1235-0605

Fingerprint

Wooden buildings
Seismic design
Timber
Shear walls
Plywood
Ductility
Earthquakes
Diaphragms
Spectrum analysis
Geometry

Keywords

  • wooden structures
  • structural engineering
  • seismic design
  • earthquake resistant constructions,
  • earthquake resistant structures
  • strength
  • small houses
  • timber houses
  • residential buildings
  • building code
  • joints
  • connections
  • Eurocode

Cite this

Toratti, T. (2001). Seismic design of timber structures. Espoo: VTT Technical Research Centre of Finland. VTT Tiedotteita - Meddelanden - Research Notes, No. 2101
Toratti, Tomi. / Seismic design of timber structures. Espoo : VTT Technical Research Centre of Finland, 2001. 69 p. (VTT Tiedotteita - Meddelanden - Research Notes; No. 2101).
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Toratti, T 2001, Seismic design of timber structures. VTT Tiedotteita - Meddelanden - Research Notes, no. 2101, VTT Technical Research Centre of Finland, Espoo.

Seismic design of timber structures. / Toratti, Tomi.

Espoo : VTT Technical Research Centre of Finland, 2001. 69 p. (VTT Tiedotteita - Meddelanden - Research Notes; No. 2101).

Research output: Book/ReportReport

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AU - Toratti, Tomi

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PY - 2001

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N2 - Timber buildings have a good reputation when subjected to seismic events. Experience from North America and Japan states that wooden buildings can resist catastrophic earthquakes with minimal damage. Many modern timber buildings have resisted even without any visual signs of damage. The advantage of wooden buildings is based on low self-weight, ductile joints and in general very regular building geometry. An effective way to design for lateral loads, including seismic loads, in residential wooden houses, is the use of plywood panels in shear walls. These shear walls have high lateral force resisting capacity and the joints are in general very ductile. The ductility of the joints is very critical as it affects also the level of shear force to which the wall is subjected. The high performance of plywood shear walls is based on the ductility and energy dissipative characteristics of nailed or screwed joints on plywood in shear. Based on previous experience, modern design codes perform well for earthquakes. In the European region, Eurocode 5, Design of timber structures, and Eurocode 8, Design provisions for earthquake resistance of structures, are new design codes and these may be applied for example in the exportation of wooden buildings and building know-how to seismic areas. This report explains the use of Eurocodes in the seismic design of wooden residential buildings. Wooden buildings are usually regular, both in plane and in height, and in such case, a simplified modal response spectrum analysis may be used. The body forces created by the ground acceleration on the building are converted to a base shear force imposed to both principal directions. EC8 gives the methods to calculate this shear force. The structures resisting these lateral forces such as shear walls, floor diaphragms and anchorages are then designed against this base shear force.

AB - Timber buildings have a good reputation when subjected to seismic events. Experience from North America and Japan states that wooden buildings can resist catastrophic earthquakes with minimal damage. Many modern timber buildings have resisted even without any visual signs of damage. The advantage of wooden buildings is based on low self-weight, ductile joints and in general very regular building geometry. An effective way to design for lateral loads, including seismic loads, in residential wooden houses, is the use of plywood panels in shear walls. These shear walls have high lateral force resisting capacity and the joints are in general very ductile. The ductility of the joints is very critical as it affects also the level of shear force to which the wall is subjected. The high performance of plywood shear walls is based on the ductility and energy dissipative characteristics of nailed or screwed joints on plywood in shear. Based on previous experience, modern design codes perform well for earthquakes. In the European region, Eurocode 5, Design of timber structures, and Eurocode 8, Design provisions for earthquake resistance of structures, are new design codes and these may be applied for example in the exportation of wooden buildings and building know-how to seismic areas. This report explains the use of Eurocodes in the seismic design of wooden residential buildings. Wooden buildings are usually regular, both in plane and in height, and in such case, a simplified modal response spectrum analysis may be used. The body forces created by the ground acceleration on the building are converted to a base shear force imposed to both principal directions. EC8 gives the methods to calculate this shear force. The structures resisting these lateral forces such as shear walls, floor diaphragms and anchorages are then designed against this base shear force.

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KW - strength

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KW - connections

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T3 - VTT Tiedotteita - Meddelanden - Research Notes

BT - Seismic design of timber structures

PB - VTT Technical Research Centre of Finland

CY - Espoo

ER -

Toratti T. Seismic design of timber structures. Espoo: VTT Technical Research Centre of Finland, 2001. 69 p. (VTT Tiedotteita - Meddelanden - Research Notes; No. 2101).