E‐Defense, which is operated by the Japanese National Research Institute for Earth
Science and Disaster Resilience, currently contains the world's largest 3‐dimensional …

This research is aimed at investigating the elastic buckling strength of I-beam cantilevers. In
the section classification and in the design both, the understanding of the load that the beam …

Elastoplastic local buckling of beams is a phenomenon that can potentially lead to the
collapse of structures. It has been analysed in previous attempts; however, this research …

This research proposes a novel method of Mid-Storey Pin Moment-Resisting Frames'(MSP
MRFs) ultimate capacity estimation. Shell and solid numerical models with initial …

This paper verifies the feasibility of the proposed system identification methods by utilizing
shaking table tests of a full‐scale four‐story steel building at E‐Defense in Japan. The …

There have been several studies on analyses using finely meshed finite‐element (FE)
models to understand in detail the behaviors of buildings during severe earthquakes. The …

This paper presents three‐dimensional nonlinear dynamic analyses of a full‐scale four‐
story steel building tested to collapse in 2007 at the E‐Defense shake‐table facility in Japan …

A mid-story pin system to avoid moment-resisting frame column failure during seismic action
was proposed recently. The solution consists of a reinforced concrete (RC) pier protruding …

The physical parameter identification of the dynamic mechanical model, such as stiffness
identification, provides some valuable information for detecting post‐earthquake damage to …

Blind analysis conducted with hidden experimental data is needed to examine the accuracy
of numerical model results without any arbitrary tunning. For this purpose, the National …