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  • Publications
    • FEMA P-58 Assessment of a 10-story Shake Table Tested Cold-formed Steel Building
    • Pre-Test Evaluation of Ground Motion Sequence Effects on a Ten-Story Cold-Formed Steel Framed Structure
    • Application of 360 Degree Imaging and Construction Progress Documentation Platforms in Large-scale Experiments: a CFS10 Case Study
    • Development of Nonstructural Fragility Models Using an Expanded Research Database
    • Performance of Continuous Tie-Rod Systems within a 10-Story Cold-Formed Steel Shake Table Tested Building
    • Pre-Test Assessment of a Ten-Story Cold-Formed Steel-framed Building under MCEᵣ-Level Ground Motions
    • Overview of the CFS10 Program: Full-scale Shake Table (Earthquake and Fire) Testing of a 10-Story Cold-Formed Steel Building
    • Physical Damage - Measured Response Correlation for Nonstructural Components Tested under Multihazard (Earthquake and Fire) Demands in the CFS10 Building
    • Advancing use of Cold-formed Steel Framing Systems for Mid-Rise Residential Construction in Seismic Zones via Full-Scale Shake Table Testing
    • An Open-Source Nonstructural Element Database to Shorten the Tech Transfer Gap Between Nonstructural Research and Building Design
    • Interaction of Suspended Ceilings and Pressurized Piping in a Full-scale 10-story Cold-formed Steel Building Shake Table Program
    • Investigating Construction Methods in a Landmark 10-story Cold-Formed Steel Residential Building Specimen Shake Table Test Program
    • Pre-Test High-Fidelity Numerical Modeling of a Ten-Story Cold-Formed Steel Framed Building under Seismic Loading
    • Evolution of Modal Characteristics and Model Comparison for a 10-Story Cold-Formed Steel Framed Building under Seismic Excitation
    • Full-scale 10-story Cold-formed Steel Building Shake Table Test Program. Part 1: Specimen Description, Seismic Test Protocol and Structural System Performance
    • Full-scale 10-story Cold-formed Steel Building Shake Table Test Program. Part 2: Nonstructural Component & System Description and Performance
    • Functional Recovery, Loss and Risk Assessment of a 10-story Cold-formed Steel Building under Seismic and Fire Loading
    • Predicted Lateral Response of Finished Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls
    • Stability assumptions in numerical modeling of cold-formed steel-framed buildings under seismic loading
    • CFS10: Full-scale Shake Table (Earthquake and Fire) Test Program on a 10-story Cold-formed Steel Building
    • Modeling Cold-formed Steel Framed Wall-lines with Steel Sheet Sheathed Shear Walls
    • Practice-oriented Numerical Model for Seismic Response of Cold-formed Steel-framed Mid-rise Buildings
    • CFS-NHERI 10-Story Building Shake Table Test Specimen: Design Updates
    • Ground Motion Selection and Scaling Considerations for the CFS-NHERI Capstone 10-Story Building Specimen
    • Pre-test Numerical Modeling of the CFS-NHERI 10-Story Capstone Building
    • Innovations in Cold-Formed Steel Design and Construction: Towards Tall, Fast, Dry, Multi-hazard Resilience
    • Adaptive Motion Scaling Strategies for Seismic Performance Assessment in Shake Table Testing: Application to CFS-NHERI Wall-Line Tests
    • Physical Damage-Hysteretic Response Correlation for Steel Sheet Sheathed Cold-formed Steel-framed Wall-lines
    • Numerical Investigation of the Response of a Mid-rise Cold-Formed Steel Building under the Türkiye/Syria Earthquake Sequence Scenario
    • Seismic Behavior of Cold-Formed Steel-Framed Wall-Line Systems in Mid-Rise Buildings
    • Effects of Modeling Decisions on the Lateral Performance of Cold-Formed Steel Framed Walls
    • Seismic Analysis of the 10-Story CFS-NHERI Building
    • Structural Design Narrative of the CFS-NHERI 10-story Test Building for Multi-dimensional Shake Table Testing
    • Correlating fastener damage to hysteretic response and performance levels in steel sheet sheathed CFS wall-lines
    • Impact of detailing on the lateral performance of cold-formed steel framed walls
    • Finite Element Modeling and Validation of the CFS-HUD 6-story Test Building
    • Cyclic Experiments on Steel Sheet Connections for Standard CFS Framed Steel Sheet Sheathed Shear Walls
    • Lateral Response of Cold-Formed Steel Framed Steel Sheathed In-line Wall Systems Detailed for Mid-Rise Buildings
    • Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. I: Impact of Structural Detailing
    • Steel Sheet Sheathed Cold-Formed Steel Framed In-line Wall Systems. II: Impact of Nonstructural Detailing
    • Wall Line Tests: Phase 2 - Quasi-Static Tests
    • Seismic Behavior of Cold-Formed Steel Framed Steel Sheathed Wall Systems Detailed for Multi-story Buildings
    • Test Protocol Development and Adaptive Motion Scaling Strategies for Shake Table Testing
    • Cyclic Experiments on Isolated Steel Sheet Connections for CFS Framed Steel Sheet Sheathed Shear Walls
    • Cyclic Experiments on Isolated Steel Sheet Connections for CFS Framed Steel Sheet Sheathed Shear Walls with New Configurations
    • Lateral Response of Cold-Formed Steel Framed Steel Sheathed In-line Wall Systems Detailed for Mid-Rise Buildings
    • Wall Line Tests: Phase 1 - Shake Table Tests
    • Cyclic Performance of Steel Sheet Connections for CFS framed Steel Sheet Sheathed Shear Walls
    • Lateral Response of Cold-Formed Steel Framed Steel Sheathed In-line Wall Systems Detailed for Mid-Rise Buildings
    • Lateral Response of Cold-formed Steel Framed Steel Sheathed In-line Wall Systems Detailed For Mid-rise Buildings
    • Seismic Performance of Symmetric Unfinished CFS In-Line Wall Systems
    • Material, Component, and System Level Experimental Efforts within CFS NHERI
    • Simulation of Cold-Formed Steel Framed Shear Walls for Buildings: Efforts within CFS-NHERI
    • Correlating brick compressive strength to its fundamental transverse natural frequency
    • Finite Element Modeling and Validation of Steel Sheathed Cold-Formed Steel Framed Shear Walls
    • Dynamic Characterization and Seismic Assessment of Historic Masonry Structure of Rumi Darwaza
    • Dynamic Characterization and Seismic Assessment of Historic Masonry Structure of Rumi Darwaza
  • News
    • Hopkins Engineers Successfully Test Tallest U.S. Cold-Formed Steel Building on Earthquake Simulator
    • Recent Studies Confirm the Durability and Seismic Performance of Cold-Formed Steel Sheathing
    • New Data Shows Durability of Steel-Sheathed Long Cold-Formed-Steel-Framed Walls
    • Prof. Ben Schafer and Cold-Formed Steel Research Consortium (CFSRC) Host Inaugural Global Colloquium
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  • Experience
  • Research
    • CFS10 Building Test Program
    • Nonstructural Element Database (NED)
    • Numerical Modeling of CFS Buildings
    • CFS-NHERI Wall-Line Tests
    • CFS-NHERI Connection Tests
    • Dynamic Characterization of Historic Masonry Structure
  • Teaching & Mentoring

Seismic Behavior of Cold-Formed Steel Framed Steel Sheathed Wall Systems Detailed for Multi-story Buildings

Jun 1, 2021·
Amanpreet Singh
Amanpreet Singh
· 0 min read
Slides
Type
Speech
Publication
Cold-Formed Steel Research Consortium Summer Symposium.
Last updated on Jun 1, 2021
Amanpreet Singh
Authors
Amanpreet Singh (he/him)
Structural Engineer/Researcher
← Wall Line Tests: Phase 2 - Quasi-Static Tests Jan 1, 2022
Test Protocol Development and Adaptive Motion Scaling Strategies for Shake Table Testing Jun 1, 2021 →

© 2025 Amanpreet Singh. This work is licensed under CC BY NC ND 4.0

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