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3. https://www.google.com/maps/place/Westminster+Millennium+Pier/@51.5015009,-0.1235908,3a,75y,90t/data=!3m8!1e2!3m6!1sAF1QipP2Ypm5zAN0SQqlwMT5dc9LnvyI3gTOlgm_grfP!2e10!3e12!6shttps:%2F%2Flh5.googleusercontent.com%2Fp%2FAF1QipP2Ypm5zAN0SQqlwMT5dc9LnvyI3gTOlgm_grfP%3Dw203-h135-k-no!7i4896!8i3264!4m11!1m2!2m1!1sWestminster+Pier+3d!3m7!1s0x487604c42e7e340b:0xa0c700f87873079e!8m2!3d51.5015009!4d-0.1235908!10e5!15sChNXZXN0bWluc3RlciBQaWVyIDNkWhUiE3dlc3RtaW5zdGVyIHBpZXIgM2SSARJ0b3VyaXN0X2F0dHJhY3Rpb27gAQA!16zL20vMDIxcmt4.
4. Experimental and parametric study on the post-fire behavior of tubular T-joint;Jin;J. Construct. Steel Res.,2012
5. Hysteretic behaviour of tubular T-joints reinforced with doubler plates after fire exposure;Gao;Thin-Walled Struct.,2015