Advances in Civil Engineering / 2019 / Article / Fig 3

Research Article

Seismic Performance of Enclosure Wall in Postearthquake Temporary Prefabricated Light-Weight Steel Structure

Figure 3

Detailed dimension of the experimental model. (a) Plan of the first floor: (i) steel H column, (ii) first floor, and (iii) ground beam. (b) Plan of the second floor: (i) steel H column, (ii) second floor, and (iii) enclosure wall. (c) 1-1 section of the experimental model: (i) steel H column, (ii) precast reinforced concrete floor slab, (iii) enclosure wall, (iv) steel H beam, (v) ground beam, (vi) roof board, and (vii) roof truss. Unit: mm.

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