標(biāo)題: Titlebook: Behavior of Unbounded Post- tensioned Masonry Walls; Reza Hassanli Book 2019 Springer International Publishing AG, part of Springer Nature [打印本頁(yè)] 作者: 開(kāi)脫 時(shí)間: 2025-3-21 19:56
書(shū)目名稱Behavior of Unbounded Post- tensioned Masonry Walls影響因子(影響力)
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書(shū)目名稱Behavior of Unbounded Post- tensioned Masonry Walls被引頻次
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書(shū)目名稱Behavior of Unbounded Post- tensioned Masonry Walls讀者反饋
書(shū)目名稱Behavior of Unbounded Post- tensioned Masonry Walls讀者反饋學(xué)科排名
作者: 廚師 時(shí)間: 2025-3-21 20:39
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. ..作者: BRUNT 時(shí)間: 2025-3-22 04:02
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. ..作者: 外面 時(shí)間: 2025-3-22 05:32 作者: Ebct207 時(shí)間: 2025-3-22 11:57 作者: 別炫耀 時(shí)間: 2025-3-22 14:32
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 作者: 露天歷史劇 時(shí)間: 2025-3-22 20:04 作者: 花爭(zhēng)吵 時(shí)間: 2025-3-22 23:38
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.作者: Airtight 時(shí)間: 2025-3-23 01:57 作者: CURT 時(shí)間: 2025-3-23 07:20
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.作者: 涂掉 時(shí)間: 2025-3-23 10:33 作者: 口音在加重 時(shí)間: 2025-3-23 14:11 作者: RLS898 時(shí)間: 2025-3-23 19:51
Young Tai Kim,Charles E. Moody Jr.This chapter provides a brief review of research on unbonded post-tensioned masonry walls. The chapter is designed to familiarize readers with the extent of the research that has been conducted to date on PT-MWs.作者: 乏味 時(shí)間: 2025-3-23 23:25 作者: Intend 時(shí)間: 2025-3-24 03:11 作者: entice 時(shí)間: 2025-3-24 07:30
Summary and Conclusions,This chapter summarizes the outcomes of this study and proposes a number of recommendations for future research related to this subject.作者: 廣告 時(shí)間: 2025-3-24 11:46
Young Tai Kim,Charles E. Moody Jr.. SL Report Series 2. VSL International Ltd., Berne, Switzerland, 35?pp, .; Bean Popehn and Schultz in Flexural capacity of post-tensioned masonry walls: code review and recommended procedure. PTI J 1(1):28–44, .; Drysdale and Hamid in Masonry structures: behavior and design. Canadian masonry and de作者: 忘川河 時(shí)間: 2025-3-24 16:35 作者: BIDE 時(shí)間: 2025-3-24 21:27 作者: 裁決 時(shí)間: 2025-3-24 23:47
https://doi.org/10.1007/978-94-011-1436-3s, a parametric study is performed to investigate the effect of different parameters on the wall rotation and compression zone length, including axial stress ratio, length and height of the wall, initial to yield stress ratio of PT bars and spacing between PT bars.作者: Fecal-Impaction 時(shí)間: 2025-3-25 04:20 作者: 殖民地 時(shí)間: 2025-3-25 08:04
G. K. Scadding (Consultant Rhinologist)(.) in ignoring the elongation of PT bars is investigated using the two design equations proposed in Chaps.?. and . to predict the flexural strength of the tested walls. The accuracy of the analytical approach developed in Chap.?. is verified against the presented experimental results.作者: 獨(dú)特性 時(shí)間: 2025-3-25 13:21 作者: Vertebra 時(shí)間: 2025-3-25 17:09
978-3-030-06723-6Springer International Publishing AG, part of Springer Nature 2019作者: PALMY 時(shí)間: 2025-3-25 21:09
Reza HassanliNominated as an outstanding PhD thesis by University of South Australia, Adelaide, Australia.Reports on an experimental and finite element study on the flexural response of post-tensioned masonry wall作者: exceed 時(shí)間: 2025-3-26 01:37 作者: endure 時(shí)間: 2025-3-26 07:08
Behavior of Unbounded Post- tensioned Masonry Walls978-3-319-93788-5Series ISSN 2190-5053 Series E-ISSN 2190-5061 作者: 變色龍 時(shí)間: 2025-3-26 11:47 作者: FLAIL 時(shí)間: 2025-3-26 14:17
G. K. Scadding (Consultant Rhinologist)(.) in ignoring the elongation of PT bars is investigated using the two design equations proposed in Chaps.?. and . to predict the flexural strength of the tested walls. The accuracy of the analytical approach developed in Chap.?. is verified against the presented experimental results.作者: Ptsd429 時(shí)間: 2025-3-26 19:48
Introduction,. SL Report Series 2. VSL International Ltd., Berne, Switzerland, 35?pp, .; Bean Popehn and Schultz in Flexural capacity of post-tensioned masonry walls: code review and recommended procedure. PTI J 1(1):28–44, .; Drysdale and Hamid in Masonry structures: behavior and design. Canadian masonry and de作者: 憤憤不平 時(shí)間: 2025-3-27 00:12 作者: Overthrow 時(shí)間: 2025-3-27 04:49 作者: 時(shí)間等 時(shí)間: 2025-3-27 07:34
Flexural Strength Prediction of Unbonded Post-tensioned Masonry Walls,s, a parametric study is performed to investigate the effect of different parameters on the wall rotation and compression zone length, including axial stress ratio, length and height of the wall, initial to yield stress ratio of PT bars and spacing between PT bars.作者: Magnificent 時(shí)間: 2025-3-27 09:58 作者: BIPED 時(shí)間: 2025-3-27 16:42 作者: 得體 時(shí)間: 2025-3-27 20:40 作者: Immunization 時(shí)間: 2025-3-27 23:19 作者: Prostatism 時(shí)間: 2025-3-28 04:47 作者: 高爾夫 時(shí)間: 2025-3-28 09:50
10樓作者: AIL 時(shí)間: 2025-3-28 14:01
10樓作者: delta-waves 時(shí)間: 2025-3-28 16:28
10樓作者: 是限制 時(shí)間: 2025-3-28 19:26
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