Advanced Modeling and Simulation in Engineering Sciences

Table 3 Comparison of eigenfrequency of the L-shaped wall-slab configuration

From: A new mortar formulation for modeling elastomer bedded structures with modal-analysis in 3D

	p = 3			p = 7
EW	Conform	Mortar	%	Conform	Mortar	%
1	50.720	50.852	0.261	50.289	50.298	0.019
2	70.755	72.006	1.768	69.172	69.942	1.113
3	76.534	78.317	2.330	74.456	74.833	0.506
4	90.707	91.976	1.399	87.931	88.491	0.637
5	159.423	168.390	5.624	125.276	126.069	0.632
6	174.712	174.869	0.090	159.311	159.393	0.051
7	179.359	185.147	3.227	172.931	172.966	0.020
	p = 10			p = 15
EW	Conform	Mortar	%	Conform	Mortar	%
1	50.282	50.288	0.012	50.278	50.281	0.006
2	68.929	69.518	0.854	68.749	69.062	0.455
3	74.304	74.535	0.311	74.220	74.341	0.162
4	87.685	88.101	0.475	87.545	87.768	0.255
5	124.818	125.340	0.418	124.581	124.842	0.210
6	159.264	159.315	0.032	159.237	159.264	0.016
7	172.884	172.911	0.016	172.865	172.882	0.010

No elastomer between the wall and slab. The unit for the eigenfrequencies is given by [ H z].

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