Considering the glulam beam-column connection form and number of bolts, monotonic loading test finite element analysis was carried out on 9 specimens in 3 groups to study rotational performance failure mode connection. The results revealed that compared with U-shaped connectors, T-shaped connectors can effectively improve ductility connections, increase bolts reduce initial stiffness connection...

Although the standard theory of superconductivity based on BCS is a successful one, there are several experimental results that indicate necessity for fundamental revisions. One them mass in London moment. Experiments moment free electron although and its extension predict it to be an effective mass. We show this discrepancy lifted if we install London’s superpotential theory, identify as Berry...

This paper proposes a methodology framework for the reliability assessment of smart steel Moment Resisting Frame structures (MRFs) equipped with Nickle Titanium Shape Memory Alloy (NiTi SMA) connections subjected to blast loading. The is formulated based on two-step approach algorithm. In 1st Step, Monte Carlo Latin Hypercube Sampling Strategy simulation (MC-LHS) adapted generate uncertain para...

Non-ductile reinforced concrete frames are commonly found in older buildings many parts of the world. These structures designed for gravity loads, have limited lateral strength and ductility, prone to excessive one-way movement soft-story mechanism. This paper focuses on retrofit an existing frame, using steel X-braces by direct internal connection method. The main purpose is analytical study g...

The hyperfine anomaly has been primarily considered as a parameter of interest in connection with nuclear dipole moment theory. It is shown that the present state of the theory of the effect limits this application. In contrast the comparison of anomaly measurements in different electronic environments yields information concerning the origin of magnetic hyperfine interactions without requiring...