scholarly journals Comparison of Linear and Nonlinear Seismic Behavior of 2D and 3D RC Buildings

2017 ◽  
Vol 9 (4) ◽  
pp. 17-27
Author(s):  
Esra Özer ◽  
Muhammet Kamal ◽  
Mehmet İnel
Keyword(s):  
Seismic Behavior ◽  
Rc Buildings ◽  
Linear And Nonlinear ◽  
2D And 3D

Influence of floor system on seismic behavior of RC buildings to forward directivity and fling-step in the near-fault region

Structures ◽  
2021 ◽  
Vol 30 ◽  
pp. 803-817
Author(s):  
Sayed Mahmoud ◽  
Ali Alqarni ◽  
Joseph Saliba ◽  
Amal H. Ibrahim ◽  
Magdy genidy ◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Rc Buildings ◽  
Near Fault ◽  
Forward Directivity ◽  
Fling Step ◽  
Floor System ◽  
Fault Region

Seismic behavior of code-designed medium rise special moment-resisting frame RC buildings in soft soils of Mexico city

2008 ◽  
Vol 30 (12) ◽  
pp. 3681-3707 ◽  
Author(s):  
Arturo Tena-Colunga ◽  
Héctor Correa-Arizmendi ◽  
José Luis Luna-Arroyo ◽  
Gonzalo Gatica-Avilés
Keyword(s):  
Mexico City ◽  
Seismic Behavior ◽  
Rc Buildings ◽  
Soft Soils ◽  
Moment Resisting Frame ◽  
Moment Resisting ◽  
Special Moment Resisting Frame

scholarly journals Enhanced Seismic Structural Reliability on Reinforced Concrete Buildings by Using Buckling Restrained Braces

2021 ◽  
Vol 2021 ◽  
pp. 1-12
Author(s):  
Victor Baca ◽  
Juan Bojórquez ◽  
Edén Bojórquez ◽  
Herian Leyva ◽  
Alfredo Reyes-Salazar ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Behavior ◽  
Structural Reliability ◽  
Ground Motions ◽  
Soft Soil ◽  
Reinforced Concrete Buildings ◽  
Rc Buildings ◽  
Nsga Ii ◽  
Concrete Buildings ◽  
Buckling Restrained Braces

The control of vibrations and damage in traditional reinforced concrete (RC) buildings under earthquakes is a difficult task. It requires the use of innovative devices to enhance the seismic behavior of concrete buildings. In this paper, we design RC buildings with buckling restrained braces (BRBs) to achieve this objective. For this aim, three traditional RC framed structures with 3, 6, and 9 story levels are designed by using the well-known technique nondominated sorting genetic algorithm (NSGA-II) in order to reduce the cost and maximize the seismic performance. Then, equivalent RC buildings are designed but including buckling restrained braces. Both structural systems are subjected to several narrow-band ground motions recorded at soft soil sites of Mexico City scaled at different levels of intensities in terms of the spectral acceleration at first mode of vibration of the structure Sa(T1). Then, incremental dynamic analysis, seismic fragility, and structural reliability in terms of the maximum interstory drift are computed for all the buildings. For the three selected structures and the equivalent models with BRBs, it is concluded that the annual rate of exceedance is considerably reduced when BRBs are incorporated. For this reason, the structural reliability of the RC buildings with BRBs has a better behavior in comparison with the traditional reinforced concrete buildings. The use of BRBs is a good option to improve strength and seismic behavior and hence the structural reliability of RC buildings subjected to strong earthquake ground motions.

scholarly journals Experimental Study and Numerical Simulation of Seismic Behavior for RC Columns Subjected to Freeze-Thaw Cycles

2017 ◽  
Vol 2017 ◽  
pp. 1-13 ◽  
Author(s):  
Qing Qin ◽  
Shansuo Zheng ◽  
Lei Li ◽  
Liguo Dong ◽  
Yixin Zhang ◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Constitutive Relations ◽  
Rc Buildings ◽  
Rc Columns ◽  
Premature Failure ◽  
Rc Structures ◽  
Freeze Thaw ◽  
Different Depths ◽  
Strength And Stiffness ◽  
Good Agreement

Freeze-thaw of concrete is significantly responsible for serious damage to RC buildings, which may result in premature failure with little warning. Therefore, it is necessary to consider the effects of freeze-thaw environment when assessing seismic performance for RC structures. In this study, pseudo-static experiments of four RC columns were conducted in terms of different number of freeze-thaw cycles (FTCs). The results showed that the FTCs had an influence on the bearing capacity, ductility, strength, and stiffness of RC columns. What is more, the simulation results were commonly smaller than the experimental ones when simply assuming that the degrees of freeze-thaw damage for RC components were uniform. Thus, a numerical model considering uneven distribution of freeze-thaw damage was proposed by utilizing the results of Petersen’s test for relative dynamic modulus of elasticity (RDME) for different depths of concrete sample and based on Berto’s method which was proved to be effective to convert the numbers of FTCs under different freeze-thaw conditions. On the basis of the existing constitutive relations for concrete, four RC columns subjected to different numbers of FTCs were simulated by OpenSees. As a result, the simulation hysteretic curves were in good agreement with the experimental ones.

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