Transverse waves are a type of structural waves and should be considered in the analy-sis of high frequency vibration because the energy carried by transverse waves increases with the in-crease of frequency and becomes important at high frequencies. This paper studies the estimate theoryand measuring technique of the transverse wave intensity in two dimensional homogeneous structures.In general, the intensity vector is the sum of the effective intensity vector and the intensity variationvector. Each axial intensity component is proportional to two imaginary parts of cross spectral densitiesand its estimate is complicated. For the special case where transverse waves propagate in one direction,the intensity variation is zero and the estimate of the intensity is simplified. The intensity technique isformed based on the finite difference principle. Transverse wave intensity can be measured using a pairof two-transducer arrays lying in the orthogonal direction for the general case or a two-transducer ar-ray lying in the propagating direction for the special case. In order to assess the measurement accuracyof transverse wave intensity, the coupling loss factors from bending to transverse waves in buildingstructures were measured using the intensity technique and compared with the results predicted andmeasured using the conventional method. It is shown that the agreement between the results measuredusing the intensity technique and that by the conventional method is good. Transverse waves are a type of structural waves and should be be considered in the analy-sis of high frequency vibration because the energy carried by transverse waves increases with the in-crease of frequency and becomes important at high frequencies. This paper studies the estimate theory and measuring technique of the transverse wave intensity in two dimensional homogeneous structures.In general, the intensity vector is the sum of the effective intensity vector and the intensity variation vector. Each axial intensity component is proportional to two imaginary parts of cross spectral densities and its estimate is complicated. For the special case where transverse waves propagate in one direction, the intensity variation is zero and the estimate of the intensity is simplified. The intensity technique is formed based on the finite difference principle. lying in the orthogonal direction for the general case or a two- In order to assess the measurement accuracy of transverse wave intensity, the coupling loss factors from bending to transverse waves in buildingstructures were measured using the intensity technique and compared with the results predicted andmeasured using the conventional method. It is shown that the agreement between the results measured using the intensity technique and that by the conventional method is good.