1985年メキシコ地震で被災した某鉄筋コンクリート学校建築の耐震性能に関する調査・検討

Kilbas; Conditions of the existence of a classical solution of a Cauchy type problem for the diffusion equation with the Riemann-Liouville partial derivative, Differential Equations,

For further analysis of the effects of seasonality, three chaotic attractors as well as a Poincar´e section the Poincar´e section is a classical technique for analyzing dynamic

Multiscale solution of the (inner) displacement boundary value problem Next, we discuss the solution of the (inner) displacement boundary val- ue problem by means of the

In the proofs of these assertions, we write down rather explicit expressions for the bounds in order to have some qualitative idea how to achieve a good numerical control of the

Hence, for these classes of orthogonal polynomials analogous results to those reported above hold, namely an additional three-term recursion relation involving shifts in the

耐震性及び津波対策 作業性を確保するうえで必要な耐震機能を有するとともに，津波の遡上高さを

Amount of Remuneration, etc. The Company does not pay to Directors who concurrently serve as Executive Officer the remuneration paid to Directors. Therefore, “Number of Persons”

As a result of the Time Transient Response Analysis utilizing the Design Basis Ground Motion (Ss), the shear strain generated in the seismic wall that remained on and below the