Publishing expectations on the Tenure Track

I recently ran a poll about publishing expectations on the Tenure Track, trying to see how many papers TT scholars are expected to publish per year. Whereas in Delft, the expectation is about 2 per year, I've heard (horror) stories about much larger pressure too. The "more than 10" category certainly seems very high, but for some that seems to be the standard.

Comments

Post a Comment

Popular posts from this blog

Beam Experiments on Acceptance Criteria for Bridge Load Tests

Image
My coauthors and myself recently published a paper titled "Beam Experiments on Acceptance Criteria for Bridge Load Tests" in the ACI Structural Journal. You can access this paper through the ACI website . The abstract is as follows: Loading protocols and acceptance criteria are available in the literature for load tests on buildings. For bridges, proof load tests are interesting when crucial information about the structure is missing, or when the uncertainties about the structural response are large. The acceptance criteria can then be applied to evaluate if further loading is acceptable, or could lead to permanent damage to the structure. To develop loading protocols and acceptance criteria for proof loading of reinforced concrete bridges, beam experiments were analysed. In these experiments, different loading speeds, constant load level times, numbers of loading cycles, and required number of load levels were evaluated. The result of these experiments is the development of ...
Read more

Extended Strip Model for slabs subjected to a combination of loads

I recently presented a paper titled "Extended Strip Model for slabs subjected to a combination of loads " at the fib symposium in Maastricht. The abstract of the paper is: Reinforced concrete slab bridges are assessed for a combination of loads that include self-weight, superimposed loads, and distributed and concentrated live loads. The shear capacity of reinforced concrete slabs subjected to a combination of loads is thus an important topic for the assessment of existing bridges. Currently, a plastic model exists for the assessment of reinforced concrete solid slabs subjected to a concentrated load: the Extended Strip Model, based on the Strip Model for concentric punching shear. To apply this model to slabs subjected to a combination of loads, the model needs to be adapted based on theoretical principles. The results are then compared with the results from experiments on half-scale slab bridges subjected to a combination of a concentrated load close to the support and a li...
Read more

I am Ghayda Aljuwaiser, and This is How I Work

Image
Today, I have the pleasure of interviewing Ghayda Aljuwaiser. Ghayda is a doctoral student @ SHU (Sheffield Hallam University), 4th year, in the C3RI (Communications & Media Department). Her thesis is exploring Saudi women’s online practices on social media platforms . She worked as a lecturer between 2009 - 2013 @ KAU (King Abdulaziz University), Jeddah - Saudi Arabia, taught several modules in Sociology and Communication, to - female - bachelor students. In her free time she Tweets , writes/ blogs , reads and goes to the Theatre! General: Current Job : I hold a position as a T.A @ Media & Communication Faculty - KAU in Jeddah, Saudi Arabia, granted a scholarship from the department of communication skills to pursue my PhD in the UK since 2013 . Current Location : Sheffield, UK Current mobile device : iPhone 6s plus Current computer : MacBook, 12 inches Can you briefly explain your current situation and research to us? Currently a PhDeir @ SHU (Sheffield Hallam University), C...
Read more