Ultimate Seismic Resistance Capacity for Long Span Lattice Structures under Vertical Ground Motions

<table>Rise amount <svg height="12.4375" id="M146" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 8.1000004 12.4375" width="8.1000004" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg>−<svg height="18.5625" id="M147" style="vertical-align:-5.73167pt" version="1.1" viewbox="0 0 35.974998 18.5625" width="35.974998" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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" id="x1D44A"></path></g>
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t37 -108zM482 289q0 114 -113 114q-26 0 -66 -7l-70 -327q12 -14 32 -25t39 -11q59 0 118.5 81.5t59.5 174.5z" id="x1D45D"></path></g>
</svg>/<svg height="19.049999" id="M148" style="vertical-align:-6.32408pt" version="1.1" viewbox="0 0 30.1625 19.049999" width="30.1625" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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Journal of Structures

fig11

Figure 11

Figure 11: Ultimate Seismic Resistance Capacity for Long Span Lattice Structures under Vertical Ground Motions 