Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by a Strong-Motion Pulse at Its Base
Abstract
:1. Introduction
2. Materials and Methods
2.1. Motivation
2.1.1. The Structure
2.1.2. Earthquake Damage and Recorded Response
2.2. Method
2.2.1. Model
2.2.2. Equations of Motion
2.2.3. Compatibility Conditions
2.2.4. The Finite Differences Scheme
2.2.5. Stresses, Boundary Conditions, and Displacements
3. Results
3.1. Qualitative Calibration
3.2. An Example of Collapse
4. Discussion and Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Story Height (m) | Number of Spatial Intervals in Each Story | (m/s) | (kg/m3) | |
---|---|---|---|---|
First story | 3.987 | 59 | 140.20 | 76.92 |
Second story | 2.675 | 39 | 129.50 | 82.90 |
Third story | 2.656 | 39 | 91.44 | 82.90 |
Fourth story | 2.656 | 39 | 79.25 | 82.90 |
Fifth story | 2.656 | 39 | 77.72 | 82.90 |
Sixth story | 2.6555 | 39 | 76.20 | 82.90 |
Seventh story | 2.7505 | 40 | 73.15 | 82.90 |
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Abbasgholiha, H.; Gičev, V.; Trifunac, M.D.; Jalali, R.S.; Todorovska, M.I. Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by a Strong-Motion Pulse at Its Base. GeoHazards 2023, 4, 40-59. https://doi.org/10.3390/geohazards4010004
Abbasgholiha H, Gičev V, Trifunac MD, Jalali RS, Todorovska MI. Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by a Strong-Motion Pulse at Its Base. GeoHazards. 2023; 4(1):40-59. https://doi.org/10.3390/geohazards4010004
Chicago/Turabian StyleAbbasgholiha, Hamid, Vlado Gičev, Mihailo D. Trifunac, Reza S. Jalali, and Maria I. Todorovska. 2023. "Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by a Strong-Motion Pulse at Its Base" GeoHazards 4, no. 1: 40-59. https://doi.org/10.3390/geohazards4010004