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Evaluation of the Seismic Retrofitting of an Unreinforced Masonry building using Numerical Modeling and Ambient Vibration Measurements

by ASI | Mar 1, 2018 | Software, Structural Analysis, Structures | 0 comments

Ambient vibration measurements and 3-D nonlinear time-history numerical modeling are used to assess the retrofitting measures conducted in a 6-story unreinforced masonry building (URM) built in the end of the 19th century in Switzerland. Retrofitting measures were...

ELS Most Suitable to Predict Debris Heaps According to EC Study

by ASI | Feb 27, 2018 | Software, Structural Analysis, Structures | 0 comments

Deliverable 3.2 Summary Report Report on Model Enhancement and Validation Cases was just released.  The report identifies the promising of the capabilities of Extreme Loading for Structures (ELS) to be used in disaster response situations to accurately predict...

Simulation of the Dynamic Response of Steel Moment Frames following Sudden Column Loss. Experimental Calibration of the Numerical Model and Application

by ASI | Feb 8, 2018 | Software, Structural Analysis, Structures | 0 comments

SSignificant research effort has been devoted in recent years to the evaluation of the capacity of steel frame structures to resist progressive collapse after sudden column loss. Due to the complex load-structure interaction and material behaviour, it can be very...

Lighter Better Faster Stronger Training Series

by ASI | Jan 9, 2018 | CFS, Connections, Design, Software, Structural Analysis, Structures | 0 comments

The first session “Performance Based Design for Progressive Collapse,” is focused on designing for progressive collapse, blast, earthquakes, and other extreme loads. Performance Based Design for Progressive Collapse(Session 1: 2/19 – 2/20) Terrorist...

Usefulness of ambient-vibration measurements for seismic assessment of existing structures

by ASI | Oct 11, 2017 | Software, Structural Analysis, Structures | 0 comments

A large number of buildings in regions with low to medium seismic hazard have been designed without considering earthquake actions. Retrofitting of all buildings that fail to meet modern code requirements is economically, technically and environmentally...

Establishing a Predictive Method for Blast Induced Masonry Debris Distribution Using Experimental and Numerical Methods

by ASI | Jul 25, 2017 | Software, Structural Analysis, Structures | 0 comments

When subjected to blast loading, fragments ejected by concrete or masonry structures present a number of potential hazards. Airborne fragments pose a high risk of injury and secondary damage, with the resulting debris field causing major obstructions. The capability...
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