Results 251 to 260 of about 1,717,018 (297)

Response reduction factor of irregular RC buildings in Kathmandu valley

open access: yesEarthquake Engineering and Engineering Vibration, 2014
Most current seismic design includes the nonlinear response of a structure through a response reduction factor (R). This allows the designer to use a linear elastic force-based approach while accounting for nonlinear behavior and deformation limits.
Hemchandra Chaulagain   +2 more
exaly   +4 more sources

Performance-based evaluation of the response reduction factor for ductile RC frames

open access: yesEngineering Structures, 2013
Abstract Most seismic design codes today include the nonlinear response of a structure implicitly through a ‘response reduction/modification factor’ ( R ). This factor allows a designer to use a linear elastic force-based design while accounting for nonlinear behaviour and deformation limits.
Siddhartha Ghosh, G R Reddy
exaly   +4 more sources

Prediction of floor responses to crowd bouncing loads by response reduction factor and spectrum method

open access: yesAdvances in Structural Engineering, 2020
Bouncing is a typical rhythmic crowd activity in entertaining venues, such as concert halls and stadia. When the activity’s frequency is close to the natural frequency of the occupied structure, the corresponding bouncing loads can cause intense structural vibrations resulting in vibration serviceability problems, even structural damage.
Chen J., Ren J., Racic V.
openaire   +3 more sources

Nonlinear seismic response and response reduction factor of building frames on slope

ISET Journal of Earthquake Technology, 2021
The response reduction factor (R) is used in seismic design to account for nonlinear response of structures. Significant research efforts have been made to obtain R factor for buildings. Various national codes recommend R values depending on structural configurations and construction details mainly for buildings on flat grounds.
Mithu Dey   +2 more
openaire   +1 more source

Response Reduction Factor of Steel – RC Hybrid Structure

KEC Journal of Science and Engineering, 2023
Civil Engineering structures should have sufficient strength and stiffness to control deflection and prevent possible collapse of the structure during a seismic event. The design force levels currently specified by most seismic codes are calculated by dividing the base shear for elastic response by the response modification factor (R).
Abishek Bhattarai, Alin Chandra Shakya
openaire   +1 more source

Evaluation of response reduction factor by pushover analysis

International Journal of Structural Engineering, 2018
Estimation of seismic forces plays a vital role in the design of the structure and generally these forces are computed using the linear static method with aid of response reduction factor. Response reduction/modification factor (R) incorporates the nonlinear response of any structure during a seismic event, allowing the designer for a linear force ...
Ronak Motiani   +4 more
openaire   +1 more source

FACTORS INFLUENCING RESPONSE OF MAMMALIAN SPECIES TO THE METHAEMOGLOBIN REDUCTION TEST

Australian Journal of Experimental Biology and Medical Science, 1966
SummaryFactors influencing variations observed with mammalian species in response to the methaemoglobin reduction test have been investigated by extending the test to include measurements of the stability of “intact” haemoglobin (methaemoglobin plus oxyhaemoglobin) and of the stability of reduced glutathione, by modifying the conditions of the test and
H, Robin, J D, Harley
openaire   +2 more sources

Improved damping reduction factor models for different response spectra

Engineering Structures, 2021
Abstract The rationality and reliability of the damping reduction factor are of great significance to the seismic design of building structures. However, the values of damping reduction factor predicted by the existing models have great dispersions, which are mainly related to the regression model and the considered influencing factors.
Tao Liu   +3 more
openaire   +1 more source

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