Estimation of the seismic demand model for different damage levels. (1st September 2019)
- Record Type:
- Journal Article
- Title:
- Estimation of the seismic demand model for different damage levels. (1st September 2019)
- Main Title:
- Estimation of the seismic demand model for different damage levels
- Authors:
- Yazdani, Azad
Yazdannejad, Kowsar - Abstract:
- Highlights: Suitabilities of intensity measures are quantified using the information theory. Multi-linear demand models are developed for pulse-like and ordinary records. Applications of vector measures are not recommended in low and moderate damage levels. A simple intensity measure is recommended in a single-demand model. Abstract: The estimation of seismic demand that connects the ground motion intensity measure and the damage measure of structures is one of the most important components in the performance-based design. The random nature of earthquake ground motion with great uncertainties in structural properties has posed challenges before this estimation. In this study, the suitability of different scalar and vector intensity measures of ground motion is quantified by using information theory and relative entropy concepts in the representation of ground motion uncertainty. The multilinear demand models for a better estimation of the seismic demand of structures are developed for near-fault pulse-like and ordinary ground motions, separately. The results indicate that the measures based on the spectral acceleration, velocity, and vector values are more appropriate intensity measures in the low, moderate, and high levels of damage for pulse-like records, respectively. For ordinary records, the use of vector IMs is not recommended due to their complexities and slight superiorities to scalar IMs. If the evaluations require a simple IM in a single-linear demand model for allHighlights: Suitabilities of intensity measures are quantified using the information theory. Multi-linear demand models are developed for pulse-like and ordinary records. Applications of vector measures are not recommended in low and moderate damage levels. A simple intensity measure is recommended in a single-demand model. Abstract: The estimation of seismic demand that connects the ground motion intensity measure and the damage measure of structures is one of the most important components in the performance-based design. The random nature of earthquake ground motion with great uncertainties in structural properties has posed challenges before this estimation. In this study, the suitability of different scalar and vector intensity measures of ground motion is quantified by using information theory and relative entropy concepts in the representation of ground motion uncertainty. The multilinear demand models for a better estimation of the seismic demand of structures are developed for near-fault pulse-like and ordinary ground motions, separately. The results indicate that the measures based on the spectral acceleration, velocity, and vector values are more appropriate intensity measures in the low, moderate, and high levels of damage for pulse-like records, respectively. For ordinary records, the use of vector IMs is not recommended due to their complexities and slight superiorities to scalar IMs. If the evaluations require a simple IM in a single-linear demand model for all the damage, the measures of VSI and SIH would be recommended. … (more)
- Is Part Of:
- Engineering structures. Volume 194(2019)
- Journal:
- Engineering structures
- Issue:
- Volume 194(2019)
- Issue Display:
- Volume 194, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 194
- Issue:
- 2019
- Issue Sort Value:
- 2019-0194-2019-0000
- Page Start:
- 183
- Page End:
- 195
- Publication Date:
- 2019-09-01
- Subjects:
- Seismic demand model -- Earthquake intensity measure -- Information theory -- Damage level -- Near-fault ground motion
Structural engineering -- Periodicals
Structural analysis (Engineering) -- Periodicals
Construction, Technique de la -- Périodiques
Génie parasismique -- Périodiques
Pression du vent -- Périodiques
Earthquake engineering
Structural engineering
Wind-pressure
Periodicals
624.105 - Journal URLs:
- http://www.sciencedirect.com/science/journal/01410296 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.engstruct.2019.05.071 ↗
- Languages:
- English
- ISSNs:
- 0141-0296
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3770.032000
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- 10935.xml