The phrase "assessment of such structures" is correct and usable in written English.
It can be used in contexts where you are discussing the evaluation or analysis of specific structures, whether they are physical, organizational, or conceptual.
Example: "The assessment of such structures is crucial for understanding their stability and functionality in various conditions."
Alternatives: "evaluation of these structures" or "analysis of such frameworks."
In this work, 3D reinforced concrete (RC) and steel building structures have been considered for studying the effect of soil structure interaction modelling on the structural fragility assessment of such structures.
Condition assessment of such structures is typically based on comparing the chloride content at steel level to the critical threshold chloride concentration.
The durability assessment of such structures thus requires the knowledge of the evolution of the water vapour sorption properties versus temperature.
Future performance assessment of such structures, which will focus on repair cost and business interruption rather than component checking per ASCE 41, will utilize fragility functions that relate the probability of exceeding one or more damage thresholds to an efficient response (demand) parameter.
Thin-walled structural components such as plates and shells are commonly used in practical applications such as aerospace, naval, nuclear power plant, pressure vessels, mechanical and civil engineering structures and so on, and the safety assessment of such structures must carefully consider all the phenomena which can decrease the bearing capacity of such elements.
Since the reliability assessment of such structure is evaluated through the fibre failure, numerical simulations require the coupling of reliability methods, finite element modelling to derive macroscopic loading within cables and micromechanics to estimate the effective elastic properties of composite and local responses within constituents.
Although J-integral values cannot be transferred from specimens to real structures, results obtained on pressure vessels have proved useful in engineering assessment of fracture behavior of such structures.
For the assessment of earthquake response of such structures, numerical methods are indispensable tools since they offer a concise way of accurately considering all these nonlinearities in the same model.
This study aims to enhance the body of knowledge available in relation to the mechanical performance of historical structures and the assessment of the expected service life of such structures.
The assessment of capacities in terms of ductility and ultimate strength as well as the estimation of demands of such structures are vital in any seismic design methodologies.
Examples of such structures.
