Results 261 to 270 of about 9,332 (282)
Some of the next articles are maybe not open access.
Effect of foundation flexibility on ductility reduction factors for R/C stack-like structures
Earthquake Engineering and Engineering Vibration, 2011The most important parameter used to determine force reduction factors in force-based design procedures adopted in the current seismic codes is the structural ductility. For a structure supported on a flexible foundation, the ductility factor could be affected by foundation compliances.
Amir M. Halabian, Shabnam Kabiri
openaire +1 more source
Bulletin of Earthquake Engineering, 2015
This manuscript investigates the strength reduction factor of single degree of freedom system with constant ductility performance subjected to the mainshockâaftershock sequence-type ground motions. The recorded and artificial sequence-type ground motions are used. The aftershock ground motions in sequence are scaled to have different relative intensity
Chang-Hai Zhai +3 more
openaire +1 more source
This manuscript investigates the strength reduction factor of single degree of freedom system with constant ductility performance subjected to the mainshockâaftershock sequence-type ground motions. The recorded and artificial sequence-type ground motions are used. The aftershock ground motions in sequence are scaled to have different relative intensity
Chang-Hai Zhai +3 more
openaire +1 more source
Evaluation of Response Reduction Factor for RCC Moment Resisting Frame with Ductile Shear Wall
2020Most of the buildings are irregular and their behavior during the event of earthquake is significantly different than that of regular buildings. The actual base shear which act on the building is much higher than the designed base shear. That is why it is uneconomical to design the building for the actual base shear. The building is expected to undergo
Akash Soni +2 more
openaire +1 more source
Journal of Earthquake Engineering, 2015
This article investigates the ductility reduction factors for RC eccentric frame structures subjected to pulse-like ground motions. The structural models are with the strength eccentricities which are much disadvantageous than the stiffness eccentricities during the inelastic response range.
Jian Cai +5 more
openaire +1 more source
This article investigates the ductility reduction factors for RC eccentric frame structures subjected to pulse-like ground motions. The structural models are with the strength eccentricities which are much disadvantageous than the stiffness eccentricities during the inelastic response range.
Jian Cai +5 more
openaire +1 more source
Earthquake Engineering & Structural Dynamics, 1989
AbstractThe reduction of the spectral accelerations to account for inelastic response of structures as given by the 1976 Regulations for the Federal District of Mexico is evaluated relative to the records obtained at the Secretaria de Communicaciones y Transportes (SCT) during the September 19, 1985 Mexico earthquake.
openaire +1 more source
AbstractThe reduction of the spectral accelerations to account for inelastic response of structures as given by the 1976 Regulations for the Federal District of Mexico is evaluated relative to the records obtained at the Secretaria de Communicaciones y Transportes (SCT) during the September 19, 1985 Mexico earthquake.
openaire +1 more source
DUCTILITY DEMANDS CONTROL UNDER REPEATED EARTHQUAKES USING APPROPRIATE FORCE REDUCTION FACTORS
Journal of Earthquake and Tsunami, 2010This paper develops a new procedure for the ductility demands control of single-degree-of freedom (SDOF) systems under multiple earthquakes. According to the proposed method, this objective can be achieved using appropriate force reduction (R) factors. In this way, the total ductility demands, and therefore the cumulative damage levels, are absolutely
openaire +1 more source
Influence of high mode effects on ductility reduction factors for MDOF shear-type structures
International Journal of Advancements in Computing Technology, 2013H. Y. Wang -, J. Cai -, G. B. Bu -
openaire +1 more source
Ductility reduction factor and collapse mechanism evaluation of a new steel knee braced frame
Structure and Infrastructure Engineering, 2016Abazar Asghari, Amir H Gandomi
exaly

