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Questions related from Hayet Bouazza
Dear colleagues, To evaluate the OpenSees capabilities for shear-flexion interaction. What is the best way to use. Rotation based shear failure model (RotationShearCurve) with...
10 October 2019 5,760 3 View
Hi; I am s PhD student in Earthquake Engineering. Now, I work on the development of seismic fragility curves for bridge piers. For this, I use IDA method by using OpenSees tool. For this, I...
11 November 2018 9,062 4 View
Hi, Please, can you help me on the method of plotting fragility curves from regression analysis of column or PSDM (Ln (Drift) Vs Ln (PGA)) I am very grateful for your help. Cordially.
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Hi everyone, I'm modelling a cantilever column in 2D with a section (1.0x 14.25m) as nonlinearBeamColumn element and i used zerolength section element to simulate the effect of reinforcement...
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Do you have this Report (Pacific Earthquake Engineering Research Center); no. PEER-98/01. "Seismic performance of well-confined concrete bridge columns". Dawn E. Lehman and Jack P. Moehle. Thank...
01 January 1970 7,311 3 View
Please, do you have this thesis, 'Performance modeling strategies for modern reinforced concrete bridge columns'. Thesis (Ph.D.) - University of Washington, 2006 by Michael Berry.
01 January 1970 3,014 2 View