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Pushover Analysis Of A 2-Storey Reinforced Concrete Building
Published 5/2026
Created by Shuvanjan Dahal
MP4 | Video: h264, 1920x1080 | Audio: AAC, 44.1 KHz, 2 Ch
Level: Intermediate | Genre: eLearning | Language: English | Duration: 29 Lectures ( 12h 37m ) | Size: 7.2 GB[/center]
From Nonlinear Static Analysis Fundamentals to Industry-Ready ETABS Implementation
What you'll learn
⚡ Explain the theoretical basis of pushover analysis including plastic hinge theory, capacity curves, and target displacement.
⚡ Perform a manual pushover analysis of a simple portal frame, tracing the sequence of hinge formation and constructing the capacity curve by hand.
⚡ Build a complete nonlinear ETABS model of a 2-storey RC building with correctly assigned P-M-M and M3 hinges.
⚡ Extract, interpret, and critically evaluate pushover results capacity curves, hinge status progression, performance points, and story drift.
Requirements
❗ Working knowledge of RC element design (beams, columns) per ACI 318 or IS 456
❗ Familiarity with linear static structural analysis and seismic loading
❗ Basic proficiency with ETABS (ability to model a simple frame, assign loads, run linear analysis)
❗ Introductory-level exposure to structural dynamics (natural period, mode shapes) is helpful.
Description
This course offers a structured and comprehensive learning path for understanding and applying Nonlinear Static Pushover Analysis to reinforced concrete buildings, with a two-storey reinforced concrete moment-resisting frame used as the central case study. It is carefully designed to help learners move from theoretical concepts to practical engineering application, especially for those who may find the subject challenging when studied only from textbooks or academic references. The course begins by introducing the fundamental philosophy of performance-based seismic design, helping students understand why structures must be evaluated not only for strength, but also for expected behavior during earthquake loading.
As the course progresses, learners are guided through the key theoretical principles behind pushover analysis, including nonlinear behavior, plastic hinge formation, capacity curves, target displacement, and seismic performance levels. To strengthen conceptual understanding, the course also includes manual calculations on a simplified structural frame, allowing students to clearly observe how hinges form and how the structure moves toward its performance limit. This theoretical and hand-calculation foundation is then connected to practical software implementation through a detailed ETABS-based analysis of the two-storey RC building.
By completing the course, students will gain the ability to create nonlinear structural models, perform pushover analysis using the Nonlinear Static Procedure, examine seismic response, and assess the performance of RC frame buildings. They will also learn how to interpret ETABS outputs such as capacity curves, hinge status, displacement demand, and performance points in relation to recognized international code-based acceptance criteria.
Who this course is for
⭐ Final-year undergraduate and postgraduate civil/structural engineering students
⭐ Practising structural design engineers transitioning into performance-based seismic de sign
Homepage
Pushover Analysis Of A 2-Storey Reinforced Concrete Building
Published 5/2026
Created by Shuvanjan Dahal
MP4 | Video: h264, 1920x1080 | Audio: AAC, 44.1 KHz, 2 Ch
Level: Intermediate | Genre: eLearning | Language: English | Duration: 29 Lectures ( 12h 37m ) | Size: 7.2 GB[/center]
From Nonlinear Static Analysis Fundamentals to Industry-Ready ETABS Implementation
What you'll learn
⚡ Explain the theoretical basis of pushover analysis including plastic hinge theory, capacity curves, and target displacement.
⚡ Perform a manual pushover analysis of a simple portal frame, tracing the sequence of hinge formation and constructing the capacity curve by hand.
⚡ Build a complete nonlinear ETABS model of a 2-storey RC building with correctly assigned P-M-M and M3 hinges.
⚡ Extract, interpret, and critically evaluate pushover results capacity curves, hinge status progression, performance points, and story drift.
Requirements
❗ Working knowledge of RC element design (beams, columns) per ACI 318 or IS 456
❗ Familiarity with linear static structural analysis and seismic loading
❗ Basic proficiency with ETABS (ability to model a simple frame, assign loads, run linear analysis)
❗ Introductory-level exposure to structural dynamics (natural period, mode shapes) is helpful.
Description
This course offers a structured and comprehensive learning path for understanding and applying Nonlinear Static Pushover Analysis to reinforced concrete buildings, with a two-storey reinforced concrete moment-resisting frame used as the central case study. It is carefully designed to help learners move from theoretical concepts to practical engineering application, especially for those who may find the subject challenging when studied only from textbooks or academic references. The course begins by introducing the fundamental philosophy of performance-based seismic design, helping students understand why structures must be evaluated not only for strength, but also for expected behavior during earthquake loading.
As the course progresses, learners are guided through the key theoretical principles behind pushover analysis, including nonlinear behavior, plastic hinge formation, capacity curves, target displacement, and seismic performance levels. To strengthen conceptual understanding, the course also includes manual calculations on a simplified structural frame, allowing students to clearly observe how hinges form and how the structure moves toward its performance limit. This theoretical and hand-calculation foundation is then connected to practical software implementation through a detailed ETABS-based analysis of the two-storey RC building.
By completing the course, students will gain the ability to create nonlinear structural models, perform pushover analysis using the Nonlinear Static Procedure, examine seismic response, and assess the performance of RC frame buildings. They will also learn how to interpret ETABS outputs such as capacity curves, hinge status, displacement demand, and performance points in relation to recognized international code-based acceptance criteria.
Who this course is for
⭐ Final-year undergraduate and postgraduate civil/structural engineering students
⭐ Practising structural design engineers transitioning into performance-based seismic de sign
Homepage
Code:
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