圖10顯示了第一模式下的特徵值分析得出的彈性結構時間段。在大多數情況下

圖10顯示了第一模式下的特徵值分析得出的彈性結構時間段。在大多數情況下，無論是原始結構還是翻新結構，工程結構的周期都比非工程結構的周期短。 顯然，與較低時間段相關的建築物相比較低時間段的建築物具有更好的性能。 結果還表明，縮短結構時間是加強解決方案的結果。

結果 (英文) 1:

Figure 10 shows the resilient structure wherein the first period mode value drawn from the analysis. In most cases, both the renovation of the original structure or structures, engineering structures than non-periodic short-cycle engineering structures. Obviously, the buildings associated with a lower time period building low compared to the time period of better performance. The results also show that shorten construction time is to strengthen the solution results.

結果 (英文) 2:

Figure 10 shows the elastic structure period resulting from the analysis of the feature values in the first mode. In most cases, the cycle of the engineering structure is shorter than that of the non-engineering structure, whether it is the original structure or the refurbished structure. Obviously, buildings with lower time periods have better performance than those associated with lower time periods. The results also show that reducing structural time is the result of enhanced solutions.

結果 (英文) 3:

Figure 10 shows the time period of elastic structure obtained from eigenvalue analysis in the first mode. In most cases, the period of engineering structure is shorter than that of non engineering structure, whether it is original structure or renovated structure. Obviously, buildings related to lower time periods have better performance than buildings related to lower time periods. The results also show that shortening the structure time is the result of strengthening the solution.