教条
发表于 2025-3-21 17:10:38
书目名称Stochastic Systems with Time Delay影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0878173<br><br> <br><br>书目名称Stochastic Systems with Time Delay读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0878173<br><br> <br><br>
athlete’s-foot
发表于 2025-3-21 21:49:09
Sarah A. M. Looshover curve and FEMA 356 coefficient method. The Elastic stiffness for both i.e., the original and the jacketed frame has been calculated by finding out the slope of the elastic region in the pushover curve. The capacity curve obtained from the analysis done in SAP2000, the behaviour of the frame wa
Orchiectomy
发表于 2025-3-22 02:42:17
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ARCH
发表于 2025-3-22 05:53:42
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CREEK
发表于 2025-3-22 10:16:47
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output
发表于 2025-3-22 12:59:34
Sarah A. M. Loosnd maximum storey drift are found out to investigate the response of a regular/irregular four-bay, ten-storey RC frame. Response of the considered regular/irregular frames have been compared. Residual drift and top residual displacements are found to be accumulating with each aftershock. 0.4 g and 0
剥皮
发表于 2025-3-22 19:08:37
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candle
发表于 2025-3-23 00:04:48
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otic-capsule
发表于 2025-3-23 03:36:21
Sarah A. M. Loos The proposed method and computer program used, i.e., MIDAS Civil simulate the structural behavior of prestressed concrete box girders under general loading and throughout different construction stages. Study shows that, construction stage analysis using time-dependent material properties gives more
CHANT
发表于 2025-3-23 08:19:37
Sarah A. M. Loosape and stiffness of towers, areas of cables. In this study, it is intended to study the effect of shape of pylons, cable areas with different cable layouts on the response of cable-stayed bridges. Further modal analysis is carried out to determine the fundamental natural frequencies of bridges with