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| # | Type | Title | Author | Publisher | Pub. Year | Subjects | Call Number |
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| 1 | مقاله | Evaluating the damage in steel MRF under near field earthquakes from a performance based design viewpoint | Rofooei, F. R. | 2011 |
Damage assessment.
Performance levels. Damage assessments. Damage index. Global damage index. Ground motions. Interstory drifts. Maximum values. Near-field. Near-field earthquakes. Nonlinear dynamic time-history analysis. Performance assessment. Performance based design. Performance level. Quantitative measurement. Steel moment resisting frame. Steel MRF. Strong ground motion. Structural models. Earthquake effects. Model structures. Nonlinear analysis. Rating. Structural design. Structural frames. Three dimensional. Damage detection. |
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| 2 | مقاله | A new study in designing MTMDs in SDOF and MDOF systems based on the spectral analysis method | Baigoly, M. | Techno-Press, | 2020 |
Harmony Search (HS) algorithm.
Multi-Degree-Of-Freedom (MDOF) structure. Multiple Tuned Mass Dampers (MTMDs) Random vibration. Spectral analysis. Forecasting. Hydraulic structures. Spectrum analysis. Engineering structures. Frequency ratios. Innovative techniques. Maximum displacement. Random vibration theory. SDOF and MDOF systems. Spectral analysis method. Time history analysis. Structural design. |
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| 3 | مقاله | A structural model updating method using incomplete power spectral density function and modal data | Esfandiari, A. | Techno Press, | 2018 |
Frequency response function.
Modal data. Sensitivity-based model updating. Frequency estimation. Frequency response. Modal analysis. Spectral density. Frequency domain model. Frequency response functions. Least square approach. Model updating. Power spectral densities (PSD) Sensitivity equations. Structural model updating. Power spectral density. |
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| 4 | مقاله | Dynamic behavior and modal control of beams under moving mass | Nikkhoo, A. | Academic Press, | 2007 |
Approximation theory.
Feedback control. Linear control systems. Modal analysis. Problem solving. Approximate formulation. Dynamic behavior. Euler-Bernoulli beams. Beams and girders. |
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| 5 | مقاله | Evaluation of a robust dynamic vibration absorber based on negative stiffness and internal resonance against seismic excitation | Harouni, P. | Elsevier Ltd, | 2022 |
Earthquake record.
Nonlinear absorber. Damage detection. Differential equations. Resonance. Stiffness. Active control. Condition. Damage index. Dynamic vibration absorber. Earthquake damages. Earthquake records. Internal resonance. Negative stiffness. Nonlinear absorbers. Seismic excitations. Earthquakes. |
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| 6 | مقاله | Controlling the seismic response of structures under near-field earthquakes with fluid/structure interaction of cylindrical liquid tanks | Waezi, Z. | Taylor and Francis Ltd, | 2022 |
Cylindrical liquid tank.
Near-field earthquake. Nonlinear interaction. Degrees of freedom (mechanics) Dynamic response. Energy transfer. Liquid sloshing. Seismic response. Steel beams and girders. Tanks (containers) Ultrasonic devices. Cylindrical liquid tanks. Fluid oscillations. Multi degree of freedom systems. Near-field earthquakes. Non-linear fluids. Nonlinear interactions. Response reductions. Structural systems. Earthquakes. |
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| 7 | مقاله | Investigating the behavior of cracks in welded zones of supporting structure of spherical pressure vessel under seismic loading | Tafazoli, S. | Elsevier Ltd, | 2022 |
Seismic loading.
Sloshing. Stress intensity factor. Aspect ratio. Cracks. Earthquakes. Fluid structure interaction. Spheres. Stress analysis. Stress intensity factors. Welding. Catastrophic failures. Crack behavior. Heat-affected zones. Liquid level. Mixed-mode stress intensity factors. Seismic loadings. Semi-elliptical crack. Spherical pressure vessel. Stress-intensity factors. Supporting structure. Pressure vessels. |
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| 8 | مقاله | The sloshing effects on the crack instability of the spherical tank under the simultaneous effect of internal pressure and earthquake | Tafazoli, S. | Elsevier Ltd, | 2023 |
Connection zone.
Crack. Earthquake. Sloshing motion. Spherical tank. |
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| 9 | مقاله | Modal spectra combination method for pushover analysis of special steel moment resisting frames | Rofooei, F. R. | 2012 |
Lateral load pattern.
Nonlinear dynamic analysis. Nonlinear static analysis. Pushover analysis. |
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| 10 | مقاله | The seismic performance of K-braced cold-formed steel shear panels with improved connections | Pourabdollah, O. | Elsevier Ltd, | 2017 |
Cold formed steel frame.
Ductility factor. K-braced. Secant stiffness. Shear panel. Buckling. Ductility. Energy absorption. Energy dissipation. Shear strength. Stiffness. Studs (fasteners) Studs (structural members) Cold-formed steel frames. Ductility capacity. Lateral stiffness. Secant stiffness. Seismic Performance. Shear panels. Shear resistances. Shear flow. |
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| 11 | مقاله | On the performance of passivr TMDs in reducing the damage in 2-D concrete structural models | Rofooei, F. R. | 2011 |
Palm oil fuel ash.
Pozzolan. Temperature. Concrete mix. Fuel ash. Heat of hydration. Mass concrete. Naturally occurring. OPC concretes. Palm kernel shells. Palm oil. Partial replacement. Peak temperatures. Pozzolanic materials. Structural models. Temperature rise. Test results. Thermal cracking. Concrete construction. Cracking (chemical) Fuels. Hydration. Model structures. Models. Portland cement. Structural design. Thermochemistry. Vegetable oils. |
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| 12 | مقاله | Investigation on the seismic behavior of steel MRF with shape memory alloy equipped connections | Rofooei, F. R. | 2011 |
Shape memory alloy (SMA)
Austenite phase. Base shear. Beam-to-column connections. Bi-directional. Connection model. Earthquake records. Energy dissipation capability. Moment-rotation. Non-linear dynamic analysis. Passive control devices. Passive control system. Residual strains. Seismic behavior. Shape memory alloy. Similar analysis. Steel moment resisting frame. Steel MRF. Structural models. Superelastic effects. Superelasticity. Alloys. Cerium alloys. Computer simulation. Dynamic response. Earthquakes. Energy dissipation. Martensitic transformations. Model structures. Numerical analysis. Seismic response. Shape memory effect. Spot welding. Structural design. Structural frames. Unloading. Mathematical models. |
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| 13 | مقاله | Quantification of the seismic performance factors for steel diagrid structures | Sadeghi, S. | Elsevier Ltd, | 2018 |
Diagrid steel structures.
Nonlinear static analysis. Seismic performance factors. Dynamic analysis. Seismic waves. Seismology. Static analysis. Tall buildings. Collapse capacities. Displacement amplification. FEMA P695. Incremental dynamic analysis. Modification coefficient. Non-linear static analysis. Seismic behavior. Seismic performance. Factor analysis. |
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| 14 | مقاله | Evaluation of the seismic performance factors for steel diagrid structural systems using FEMA P-695 and ATC-19 procedures | Rofooei, F. R. | Springer, | 2020 |
Collapse capacity.
Diagrid structures. Nonlinear dynamic analysis. Nonlinear static analysis. Seismic performance factors. Steel structures. Building codes. Seismic waves. Seismology. Uncertainty analysis. Coefficient methods. Collapse capacities. Geometric configurations. Postbuckling behavior. Response modification factors. Seismic Performance. Structural capabilities. Structural systems. Seismic design. Architectural design. Buckling. Building code. Compressive strength. Ductility. Geogrid. Performance assessment. Seismic hazard. Seismic property. Seismic response. Standard (regulation) Steel. |
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| 15 | مقاله | Addressing the epistemic uncertainty in seismic hazard analysis as a basis for seismic design by emphasizing the knowledge aspects and utilizing imprecise probabilities | Ghods, B. | Springer Science and Business Media B.V, | 2021 |
Computer circuits.
Hazards. Seismic response. Trees (mathematics) Uncertainty analysis. California. Epistemic uncertainties. Hazard curves. Imprecise probabilities. Knowledge. Logic tree. Seismic hazard analysis. Seismic hazards. Strength of knowledge. Tree structures. Seismic design. |
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| 16 | مقاله | Application of mean-covariance regression methods for estimation of edp|im distributions for small record sets | Ghods, B. | Taylor and Francis Ltd, | 2021 |
Efficiency.
Maximum principle. Regression analysis. Engineering demand parameters. Expectation-maximization method. Floor accelerations. Intensity measure. Inter-story drift ratios. Ordinary least squares. Penalized weighted least squares. Performance assessment. Least squares approximations. |
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| 17 | مقاله | Evaluation of the vertical distribution of base shear force in base-isolated structures | Rofooei, F. R. | Sharif University of Technology, | 2007 |
Buildings.
Dynamic analysis. Mathematical models. Structural design. Base-isolated structures. Damping ratios. Nonlinear dynamic analyses. Shear force. Uniform building code (UBC) Building codes. Seismic response. Building. Damping. Induced seismicity. Seismic design. Seismic isolation. Structural response. Vertical distribution. |
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| 18 | مقاله | Comparison of static pushover analysis and IDA-based probabilistic methods for assessing the seismic performance factors of diagrid structures | Seyedkazemi, A. | Sharif University of Technology, | 2021 |
Seismic waves.
Collapse capacities. Incremental dynamic analysis. Probabilistic methods. Push-over analysis. Response parameters. Seismic Performance. Static pushover analysis. Structural systems. Seismology. Building. Comparative study. Displacement. Performance assessment. Probability. Seismic response. Structural response. |
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| 19 | مقاله | Seismic hazard assessment studies based on developed deterministic and probabilistic approaches for the central-east of Iran region | Foyouzati, A. | Emerald Publishing, | 2023 |
Attenuation relationship.
Deterministic seismic hazard analysis. Probabilistic seismic hazard analysis. Seismic hazard. Site-specific spectrum. |
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| 20 | مقاله | Assessment of the seismic behavior of self-centering eccentrically braced frames with vertical link-beam | Rofooei, F. R. | Elsevier Ltd, | 2023 |
Nonlinear analysis.
Post-tensioned cables. Residual deformation. Self-centering systems. Vertical link-beam. |
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