Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis

In this paper, the incremental nonlinear dynamic analysis is used to evaluate the seismic performance of steel moment frame structures. To this purpose, three special moment frame structure with 5, 10 and 15 stories are designed according to the Iran\'s national building code for steel structures and the provisions for design of earthquake resistant buildings (2800 code). Incremental Nonlinear Analysis (IDA) is performed for 15 different ground motions, and responses of the structures are evaluated. For the immediate occupancy and the collapse prevention performance levels, the probability that seismic demand exceeds the seismic capacity of the structures is computed based on FEMA350. Also, fragility curves are plotted for three high-code damage levels using HASUS provisions. Based on the obtained results, it is evident that increase in the height of the frame structures reduces the reliability level. In addition, it is concluded that for the design earthquake the probability of exceeding average collapse prevention level is considerably larger than high and full collapse prevention levels.9.

[1]  A. S. M. Abdul Awal,et al.  Mechanical Properties of Concrete Incorporating High Volume Palm Oil Fuel Ash , 2012 .

[2]  Mahmood Md. Tahir,et al.  Seismic performance of ductility classes medium RC beam-column connections with continuous rectangular spiral transverse reinforcements , 2015 .

[3]  Mohammad Ismail,et al.  Kenaf Fiber Reinforced Polymer Composites for Strengthening RC Beams , 2014 .

[4]  Mahdi Shariati,et al.  Seismic performance of structures with pre-bent strips as a damper , 2012 .

[5]  Mahdi Shariati,et al.  Behavior of Tilted Angle Shear Connectors , 2015, PloS one.

[6]  Nicolas Luco,et al.  EFFECTS OF CONNECTION FRACTURES ON SMRF SEISMIC DRIFT DEMANDS , 2000 .

[7]  Arezou Shafaghat,et al.  Waterproof performance of concrete: A critical review on implemented approaches , 2015 .

[8]  C. Allin Cornell,et al.  SEISMIC PERFORMANCE EVALUATION FOR STEEL MOMENT FRAMES , 2002 .

[9]  Mahdi Shariati,et al.  Experimental and analytical study on channel shear connectors in light weight aggregate concrete , 2010 .

[10]  Thomas Schumacher,et al.  Eulerian-based virtual visual sensors to detect natural frequencies of structures , 2015 .

[11]  Joon-Ho Lee,et al.  Seismic performance evaluation of moment frames with slit-friction hybrid dampers , 2015 .

[12]  Meldi Suhatril,et al.  A new finite element investigation on pre-bent steel strips as damper for vibration control , 2011 .

[13]  Mahdi Shariati,et al.  Behavior of V-shaped angle shear connectors: experimental and parametric study , 2016 .

[14]  Mohammad Ismail,et al.  Performance of steel slag and steel sludge in concrete , 2016 .

[15]  Mahdi Shariati,et al.  Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses , 2010 .

[16]  A. S. M. Abdul Awal,et al.  Experimental validation of a theoretical model for flexural modulus of elasticity of thin cement composite , 2011 .

[17]  Cafer Kayadelen,et al.  Effects of infill walls on RC buildings under time history loading using genetic programming and neuro-fuzzy , 2013 .

[18]  Paolo Bazzurro,et al.  SEISMIC HAZARD ANALYSIS OF NONLINEAR STRUCTURES. I: METHODOLOGY , 1994 .

[19]  Shahaboddin Shamshirband,et al.  Potential of soft computing approach for evaluating the factors affecting the capacity of steel–concrete composite beam , 2016, J. Intell. Manuf..

[20]  Mohd Saleh Jaafar,et al.  Application of Artificial Neural Networks to Predict Compressive Strength of High Strength Concrete , 2011 .

[21]  Mahmood Md. Tahir,et al.  Investigation of through beam connection to concrete filled circular steel tube (CFCST) column , 2016 .

[22]  A. S. M. Abdul Awal,et al.  Creep Recovery of Prepacked Aggregate Concrete , 1992 .

[23]  S.N.R. Shah,et al.  Performance of shear connectors at elevated temperatures ? A review , 2016 .

[24]  N. Sulong,et al.  Prediction of shear capacity of channel shear connectors using the ANFIS model , 2014 .

[25]  Meldi Suhatril,et al.  Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete , 2014 .

[26]  Thomas Schumacher,et al.  Eulerian‐based virtual visual sensors to measure dynamic displacements of structures , 2017 .

[27]  B. Tavakoli,et al.  Seismic hazard assessment of Iran , 1999 .

[28]  Meldi Suhatril,et al.  Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios , 2013 .

[29]  Mahdi Shariati,et al.  Behavior of through Beam Connections Composed of CFSST Columns and Steel Beams by Finite Element Studying , 2010 .

[30]  Mohd Zamin Jumaat,et al.  Behavior of steel pallet rack beam-to-column connections at elevated temperatures , 2016 .

[31]  Paolo Bazzurro,et al.  SEISMIC HAZARD ANALYSIS OF NONLINEAR STRUCTURES. II: APPLICATIONS , 1994 .

[32]  H. Nezamabadi-pour,et al.  Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams , 2013 .

[33]  Meldi Suhatril,et al.  An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio , 2014 .

[34]  Norazman Mohamad Nor,et al.  Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steel-concrete composite beam's shear strength , 2016 .

[35]  M. Gholipour Feizi,et al.  Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames , 2015 .

[36]  A. S. M. Abdul Awal,et al.  Failure Mechanism of Prepacked Concrete , 1988 .

[37]  Massood Mofid,et al.  On the quantification of seismic performance factors of Chevron Knee Bracings, in steel structures , 2013 .

[38]  Mahdi Shariati,et al.  Shear Capacity of C-Shaped and L-Shaped Angle Shear Connectors , 2016, PloS one.

[39]  Mohd Zamin Jumaat,et al.  Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP) , 2011 .

[40]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .