|
|
|
|
|
Md. Rafiqul Islam, Mehrdad Shahmohammadi Beni, Shigeki Ito, Shinichi Gotoh, Taiga Yamaya and Hiroshi Watabe
Proton range monitoring and verification is important to enhance the effectiveness of treatment by ensuring that the correct dose is delivered to the correct location. Upon proton irradiation, different positron emitting radioisotopes are produced by the...
ver más
|
|
|
|
|
|
|
|
|
Yeudy F. Vargas-Alzate, Ramon Gonzalez-Drigo and Jorge A. Avila-Haro
Several methodologies for assessing seismic risk extract information from the statistical relationship between the intensity of ground motions and the structural response. The first group is represented by intensity measures (IMs) whilst the latter by en...
ver más
|
|
|
|
|
|
|
|
|
Hyeon-Jong Hwang and Chang-Soo Kim
In nonlinear analysis for performance-based design of reinforced concrete moment frames, a plastic hinge spring element is predominantly used in order to simply and accurately describe the inelastic behavior of beam?column joints, including strength degr...
ver más
|
|
|
|
|
|
|
|
|
Felice Carlo Ponzo, Antonio Di Cesare, Alessio Telesca, Alberto Pavese and Marco Furinghetti
Double Curved Concave Surface Sliders (DCCSS) are seismic isolators based on the pendulum principle widely used worldwide. Coherently with European code, DCCSS do not include any mechanical elements as end-stopper. In case of displacement higher than tho...
ver más
|
|
|
|
|
|
|
|
|
Juan Carlos Vielma, Maria Cristina Porcu and Nelson López
The Incremental Dynamic Analysis (IDA) assesses the global collapse capacity of a structure by plotting its maximum inelastic response, obtained through a non-linear time-history analysis, versus the scaled intensity of different input earthquakes. The s...
ver más
|
|
|
|