International Journal of Concrete Structures and Materials

Table 1 Axial compression ratio of full-scale tubular reinforced concrete columns under different combined load cases.

From: Experimental and Numerical Researches on the Seismic Behavior of Tubular Reinforced Concrete Columns of Air-Cooling Structures

Combined load cases	Maximum value		Minimum value
Combined load cases	Axial force/kN	Axial compression ratio	Axial force/kN	Axial compression ratio
1.35DL + 1.5LL	24244.08	0.20	16045.09	0.12
1.35DL + 1.5 W(+X)	22306.86	0.17	13237.49	0.10
1.35DL + 1.5 W(+Y)	20561.50	0.16	13638.27	0.10
1.35DL + 1.35LL + 1.35S + 1.35 W(+X)	22760.59	0.17	15767.53	0.12
1.35DL + 1.35LL + 1.35S + 1.35 W(+Y)	24396.77	0.20	15981.41	0.12
1.2DL + 0.55LL + 0.7S + 1.0EQ(+X)	19825.45	0.15	13119.34	0.10
1.2DL + 0.55LL + 0.7S + 1.0EQ(+Y)	19819.36	0.15	13155.10	0.10
1.0DL + 1.0LL + 1.0S + 1.0 W(+X)	16859.70	0.13	11679.65	0.09
1.0DL + 1.0LL + 1.0S + 1.0 W(+Y)	18071.68	0.14	11838.08	0.09

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