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structural dynamics

Chair in Structural Dynamics

Submitted by Chris W Smith on

Chair in Aerospace Structural Dynamics, University of Exeter

The University of Exeter is seeking a full Professor in the field of Aerospace Structural Dynamics.

The University is significantly expanding its capacity in Science and Engineering, with 275 million

GBP (approx 440M USD) capital spend on campus and 80M GBP (130M USD) on new academic staff.

As part of this expansion the University seeks to employ a new chair in Structural Dynamics particularly as applied to aerospace or related fields.

Faculty Positions in Solid Mechanics, Structural Dynamics & Aeroelasticity at the Georgia Institute of Technology

Submitted by Julian J. Rimoli on

The School of Aerospace Engineering at Georgia Institute of Technology invites nominations and applications for two faculty positions in the areas of solid mechanics, structural dynamics, and aeroelasticity.  Appointments at all ranks will be considered. While candidates in all related areas of research will be considered, candidates with a strong experimental background are particularly sought.



New Chairs at University of Exeter

Submitted by Chris W Smith on

The University of Exeter will shortly announce several new chairs it is seeking to fill.

The chairs are full tenured chairs and in the following areas -

Cell Mechanics (two chairs, one nominally experimental and one nominally theoretical).

Structural Dynamics, possibly with an aerospace flavour.

If you are interested, or know someone who might be, please contact me (c.w.smith-at-exeter.ac.uk) for an informal discussion.

Regards,

Chris Smith

 

ABAQUS/CAE - How can I model a two-storey shear frame with rigid floors and LUMPED masses?

Submitted by buckholm on
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This would seem like a simple task. Anyhow, I am having some trouble.

 Problem description: I want to model a two-storey shear frame with rigid floors and lumped masses? I.e., in all its simplicity, a two-DOF system ignoring the mass of the columns and lumping the mass at the two rigid floor beams. A typical example in all books on structural dynamics.