OpenSees Modeling Ductility Damage Index Based Seismic Performance Assessment Superstructure Bridge

OpenSees Modeling Ductility Damage Index Based Seismic Performance Assessment of Steel-Concrete Plate Girder Composite Simply Support Superstructure Bridge.
Run Nonlinear Dynamic and Static (Pushover) Analysis and Moment Curvature Analysis with using opensees and Python. plotting inelastic response spectrum for displacement, velocity, acceleration and different ductility damage index such as structure , section an axial damage index , (structure Period from zeo until one) for this bridge superstructure and evalute relation between outputed data from analysis.

What is the Ductility Damage Index (DI)?
The DI is a crucial parameter used to evaluate the seismic performance of structures, especially in the context of inelastic behavior during earthquakes.
It quantifies the extent of damage a structure experiences due to seismic forces, considering both displacement and ductility.
Components of the DI:
Displacement Components:
Max. Absolute Displacement (delta_D): This represents the maximum displacement experienced by the structure during dynamic analysis (e.g., ground shaking).
Yield Displacement (delta_Y): The displacement at which the structure transitions from elastic to inelastic behavior during pushover analysis.
Ultimate Displacement (delta_U): The maximum displacement the structure can withstand before failure during pushover analysis.
Ductility Component:
The ductility captures the ability of a structure to undergo inelastic deformation without catastrophic failure. It is the ratio of the displacement at yield (delta_Y) to the displacement at ultimate (delta_U).
Ductility Damage Index Calculation:
The DI is expressed as: DI = (delta_D - delta_Y) / (delta_U - delta_Y)
Interpreting the DI:
A higher DI indicates greater damage and reduced structural integrity.
If DI approaches 1, the structure has experienced significant inelastic deformation.
If DI is close to 0, the structure remains mostly elastic.
Application and Significance:
Engineers use the DI to assess the seismic vulnerability of buildings, bridges, and other structures.
It guides decisions on retrofitting, strengthening, or replacing structures to enhance their resilience against earthquakes.
By considering both displacement and ductility, the DI provides a comprehensive view of structural performance.
Remember that the DI plays a vital role in ensuring the safety and reliability of structures (Performance Based Building Design) in seismic-prone regions.

0:00 Target Explanations
19:18 Inelastic Response Spectrum OpenSees Code
40:30 Sensitivity Analysis OpenSees Code
48:14 Incemental Dynamic Analysis OpenSees Code
56:00 Movable displacement OpenSees Code
57:28 Optimum Ductility Damage Index OpenSees Code
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مدل‌سازی شاخص آسیب شکل‌پذیری براساس ارزیابی عملکرد لرزه‌ای سازه عرشه پل مقطع مرکب و استخراج طیف پاسخ لرزه ای برای پارامترهای جابجایی ، سرعت ، شتاب ، شاخص آسیب شکل پذیری مقطع المان و شاخص آسیب شکل پذیری سازه در قالب تحلیل لنگر انحنا ، بار افزون (پوش اور) و تحلیل دینامیکی غیر خطی در اوپنسیس پای
شاخص آسیب شکل پذیری ، نقش حیاتی در تضمین ایمنی و قابلیت اطمینان سازه ها (طراحی ساختمان مبتنی بر سطح عملکرد) در مناطق زلزله خیز دارد
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PAPER: Seismic damage prediction by deterministic methods: Concepts and procedures
https://onlinelibrary.wiley.com/doi/1...
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Download Content Link:
https://github.com/salardelavar/OPENS...

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