开脱
发表于 2025-3-21 19:56:29
书目名称Behavior of Unbounded Post- tensioned Masonry Walls影响因子(影响力)<br> http://impactfactor.cn/if/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls影响因子(影响力)学科排名<br> http://impactfactor.cn/ifr/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls网络公开度<br> http://impactfactor.cn/at/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls网络公开度学科排名<br> http://impactfactor.cn/atr/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls被引频次<br> http://impactfactor.cn/tc/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls被引频次学科排名<br> http://impactfactor.cn/tcr/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls年度引用<br> http://impactfactor.cn/ii/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls年度引用学科排名<br> http://impactfactor.cn/iir/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls读者反馈<br> http://impactfactor.cn/5y/?ISSN=BK0182790<br><br> <br><br>书目名称Behavior of Unbounded Post- tensioned Masonry Walls读者反馈学科排名<br> http://impactfactor.cn/5yr/?ISSN=BK0182790<br><br> <br><br>
厨师
发表于 2025-3-21 20:39:59
Alan S. Rosenthal,Dean Mann,C. Ronald Kahns performed to examine the effect of size on the strength of masonry prisms. Calibration of masonry material provided in this chapter is then used in developing finite element models of PT-MWs presented in Chap. ..
BRUNT
发表于 2025-3-22 04:02:15
Effect of Dimensions on the Compressive Strength of Concrete Masonry Prisms,s performed to examine the effect of size on the strength of masonry prisms. Calibration of masonry material provided in this chapter is then used in developing finite element models of PT-MWs presented in Chap. ..
外面
发表于 2025-3-22 05:32:08
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Ebct207
发表于 2025-3-22 11:57:20
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别炫耀
发表于 2025-3-22 14:32:44
Book 2019ane loads. It explores an important mechanism in this new generation of structural walls, called “Self-centering”. This mechanism can reduce residual drifts and structural damage during earthquake ground motion, and is particularly favorable for structures which are designed for immediate occupancy
露天历史剧
发表于 2025-3-22 20:04:52
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花争吵
发表于 2025-3-22 23:38:17
Strength and Seismic Performance Factors of Post-tensioned Masonry Walls,the structural response parameters including ductility, response modification factor and displacement amplification factor are determined for different types of walls including fully grouted, partially grouted, ungrouted walls, walls with confinement plates, walls with supplemental mild steel and walls with an opening.
Airtight
发表于 2025-3-23 01:57:01
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CURT
发表于 2025-3-23 07:20:18
Simplified Approach to Predict the Flexural Strength of Unbonded Post-tensioned Masonry Walls,in unbonded PT-MWs. The proposed equation for compression zone length is then incorporated into the flexural analysis of post-tensioned masonry walls and validated against experimental results and finite element results.