Static　tests　were　conducted　on　integral　structure　of　light　steel　temporary　buildings　under　wind　load.　The　mechanical　behavior　and　the　deformation　performance　of　the　structure　were　investigated.　A　kind　of　new　system　of　load　distribution　beams　was　applied,　which　imposed　the　horizontal　loads　and　simulated　the　uniformly　distributed　wind　load.　The　load-displacement　curves　of　the　columns　were　obtained.　And　the　strains　of　the　columns　and　the　wall　panels　were　obtained　also.　The　performances　of　the　light　steel　temporary　building　are　summarized　and　discussed.　©　(2013)　Trans　Tech　Publications,　Switzerland.