[PDF] Top 20 Comparison of Pounding Effects in Adjacent Buildings with and without Shear Wall

... areas. Pounding of adjacent buildings could have worse damage as adjacent buildings with different dynamic characteristics which vibrate out of phase and there is insufficient ... See full document

... seismic pounding effects between adjacent buildings by linear and nonlinear dynamic analysis by using ETABS computer ...structural pounding by using Response spectrum (linear dynamic) ... See full document

... for pounding mitigation is to provide safe separation ...the effects of structural pounding and to determine proper seismic hazard mitigation practice for already existing buildings as well as ... See full document

... involves pounding or movement across separation joints between adjacent ...Seismic pounding between two adjacent buildings occur during an earthquake when adjacent ... See full document

... detrimental effects on the response of structural system SSI means nothing but the collection of ...base shear, impact force ad acceleration are reduced but whereas time period and displacement is increased ... See full document

... of Buildings over sandy ...sand), buildings height, in addition to the frequency content of the earthquake have been investigated on ...in comparison with loose sand and high rise buildings ... See full document

... symmetric buildings doesn’t provided with shear wall, it is observed that the storey displacements are maximum at the top level storey and minimum at the ...story shear can be observed from ... See full document

... structure. Pounding is very complex phenomenon. It could lead to infill wall damage, plastic deformation, column shear failure, local crushing and possible collapse of the ...structure. ... See full document

... colliding buildings, aimed at reducing their absolute and relative ...the adjacent structures by means of coupling beams [3] or shock transmitters [4], the latter being preferred especially for ... See full document

... the pounding. To reduce the damages under pounding, the building model have been incorporated with dampers and shear wall as shown in figures below to study its effects on ... See full document

... of Buildings over sandy ...sand), buildings height, in addition to the frequency content of the earthquake have been investigated on ...in comparison with loose sand and high rise buildings ... See full document

... The existence of infill influences the distribution of lateral loads on the framed structures due to the increase in stiffness. The investigation of interaction of infill with frames has been endeavored by utilizing many ... See full document

... 1. Mohammed Umar Farooque Patel., A. V. Kulkarni., Nayeemulla Inamdar. “A Performance Study. and Seismic Evaluation of RCC Frame Buildings. on Sloping Ground”, IOSR Journal of Mechanical and Civil Engineering ... See full document

... system. Shear walls and Struts are built to counter the effects of lateral load acting on a ...construction, Shear walls and Struts are straight external walls that typically form a box which gives ... See full document

... seismic pounding. The main reason for pounding is insufficient separation gap between the ...buildings. Pounding can be prevented by providing safe separation gap, but required gap is not ... See full document

... slab, shear wall , column for different heights are modelled and analyzed for the different combinations of static loading with varying thicknesses of shear wall with varying height of ... See full document

... of shear wall at position 3 has less story drift, less displacement and medium stiffness value when compared to remaining all 5 models along X direction for both equivalent static method and response ... See full document

... many buildings as they have major advantages over traditional slab-beam- column structures such as speedy construction, reduced floor heights to meet the economical and architectural demands, less loss of energy ... See full document

... days shear wall plays a very important role in the earthquake resisting ...of shear wall and finding out among them which gives the best results are being decided by us with the help of ... See full document

... The portion of 80 mm indicates gap between two adjacent buildings. The minimum seismic gap as per Indian seismic code IS 1893:2002 (Part-I) is 20 mm for moment resistant reinforced concrete frame. After ... See full document