A concept of hierarchical modeling, the newest modeling technology, has bee
n introduced in early 1990's. This new technology has a great potential to
advance the capabilities of current computational mechanics. A first step t
o implement this concept is to construct hierarchical models, a family of m
athematical models sequentially connected by a key parameter of the problem
under consideration and have different levels in modeling accuracy, and to
investigate characteristics in their numerical simulation aspects. Among r
epresentative model problems to explore this concept are elastic structures
such as beam-, arch-, plate- and shell-like structures because the mechani
cal behavior through the thickness can be approximated with sequential accu
racy by varying the order of thickness polynomials in the displacement or s
tress fields. But, in the numerical, analysis of hierarchical models, two k
inds of errors prevail, the modeling error and the numerical approximation
error. To ensure numerical simulation quality, an accurate estimation of th
ese two errors is definitely essential. Here, a local a posteriori error es
timator for elastic structures with thin domain such as plate- and shell-li
ke structures is derived using the element residuals and the flux balancing
technique. This method guarantees upper bounds for the global error, and a
lso provides accurate local error indicators for two types of errors, in th
e energy norm. Compared to the classical error estimators using the flux av
eraging technique, this shows considerably reliable and accurate effectivit
y indices. To illustrate the theoretical results and to verify the validity
of the proposed error estimator, representative numerical examples are pro
vided.