Sentence examples for most seismic code from inspiring English sources
Given that the fundamental period of buildings is a key parameter in most seismic code procedures for ground motion selection, design and assessment, the implications of the predicted period lengthening are also discussed.
In most seismic building codes, the design base acceleration is computed using the natural period of vibration of the structure.
Most seismic design codes today include the nonlinear response of a structure implicitly through a 'response reduction/modification factor' (R).
Most seismic design codes generally provide formulas to be used for the estimation of the base shear and lateral loads.
To define the failure limit state of the model structures, the following two approaches were followed: first, the structure was assumed to have reached a limit state when the inter-story drift reached 1.5%% of the story height as recommended by most seismic design codes such as the ASCE 7 (2010).
Most modern seismic codes use ductility as one of the basic design parameters.
In most countries, seismic codes are changing, reflecting a new design philosophy based on multiple performance levels.
According to the most recent seismic codes, the evaluation of concrete compressive strength is a fundamental step in the assessment of existing RC buildings.
A lot of experimental tests demonstrated that RBS connections designed according to the most modern seismic codes are able to protect the beam to column connection due to the yielding of the adjacent RBS.
Most recent seismic codes, including the 2008 draft of the Egyptian code for design loads on structures (ECP 2008), are developed with two performance levels: one with the intent of limiting damage during frequent moderate earthquakes, namely the serviceability limit state, and the other ensuring collapse prevention during a major earthquake, namely the ultimate limit state.
Most modern seismic codes account for site effects using an amplification factor (AF) that modifies the rock acceleration response spectra in relation to a "site condition proxy," i.e., a parameter related to the velocity profile at the site under consideration.
