Original scientific paper
PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB
Ljupko Perić
; Institut für Baustatik und Konstruktionen Eidgenoschische Technische Hochschule Zürich
Full text: croatian pdf 2.972 Kb
page 39-64
downloads: 877
cite
APA 6th Edition
Perić, Lj. (2018). PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB. e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, 8 (16), 42-67. Retrieved from https://hrcak.srce.hr/214111
MLA 8th Edition
Perić, Ljupko. "PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB." e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, vol. 8, no. 16, 2018, pp. 42-67. https://hrcak.srce.hr/214111. Accessed 6 May 2024.
Chicago 17th Edition
Perić, Ljupko. "PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB." e-Zbornik, elektronički zbornik radova Građevinskog fakulteta 8, no. 16 (2018): 42-67. https://hrcak.srce.hr/214111
Harvard
Perić, Lj. (2018). 'PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB', e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, 8(16), pp. 42-67. Available at: https://hrcak.srce.hr/214111 (Accessed 06 May 2024)
Vancouver
Perić Lj. PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB. e-Zbornik, elektronički zbornik radova Građevinskog fakulteta [Internet]. 2018 [cited 2024 May 06];8(16):42-67. Available from: https://hrcak.srce.hr/214111
IEEE
Lj. Perić, "PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB", e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, vol.8, no. 16, pp. 42-67, 2018. [Online]. Available: https://hrcak.srce.hr/214111. [Accessed: 06 May 2024]
Full text: english pdf 2.838 Kb
page 42-67
downloads: 205
cite
APA 6th Edition
Perić, Lj. (2018). PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB. e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, 8 (16), 42-67. Retrieved from https://hrcak.srce.hr/214111
MLA 8th Edition
Perić, Ljupko. "PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB." e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, vol. 8, no. 16, 2018, pp. 42-67. https://hrcak.srce.hr/214111. Accessed 6 May 2024.
Chicago 17th Edition
Perić, Ljupko. "PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB." e-Zbornik, elektronički zbornik radova Građevinskog fakulteta 8, no. 16 (2018): 42-67. https://hrcak.srce.hr/214111
Harvard
Perić, Lj. (2018). 'PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB', e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, 8(16), pp. 42-67. Available at: https://hrcak.srce.hr/214111 (Accessed 06 May 2024)
Vancouver
Perić Lj. PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB. e-Zbornik, elektronički zbornik radova Građevinskog fakulteta [Internet]. 2018 [cited 2024 May 06];8(16):42-67. Available from: https://hrcak.srce.hr/214111
IEEE
Lj. Perić, "PERFORMANCE BASED SEISMIC ENGINEERING APPLIED TO THE LIGHT FRAME TIMBER WALLS (LFTWS) SHEATHED WITH OSB AND GB", e-Zbornik, elektronički zbornik radova Građevinskog fakulteta, vol.8, no. 16, pp. 42-67, 2018. [Online]. Available: https://hrcak.srce.hr/214111. [Accessed: 06 May 2024]
Abstract
The most commonly used force based seismic design in the engineering practice has major drawbacks, the practicians are usually not aware of. Thus, the structures have an unknown and unreliable safety coefficient in terms of both human lives and properties. In this paper the application of the performance based seismic engineering to the LFTWs has been presented. The parameter needed for the estimation of the damage index as well as the performance limits for different performance objectives have been proposedfor life safety limit state, characterized by the probability of exceedence of 10% in 50 years and return period RP 475 years.
Keywords
Light Frame Timber Walls; LFTWs; OSB and GB sheathing panels; performance based seismic engineering; damage index; Stewart hysteresis; MCASHEW
Hrčak ID:
214111
URI
https://hrcak.srce.hr/214111
Publication date:
24.12.2018.
Article data in other languages:
croatian
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