找回密码
 To register

QQ登录

只需一步,快速开始

扫一扫,访问微社区

Titlebook: Behavior of Unbounded Post- tensioned Masonry Walls; Reza Hassanli Book 2019 Springer International Publishing AG, part of Springer Nature

[复制链接]
查看: 50617|回复: 41
发表于 2025-3-21 19:56:29 | 显示全部楼层 |阅读模式
期刊全称Behavior of Unbounded Post- tensioned Masonry Walls
影响因子2023Reza Hassanli
视频video
发行地址Nominated 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
学科分类Springer Theses
图书封面Titlebook: Behavior of Unbounded Post- tensioned Masonry Walls;  Reza Hassanli Book 2019 Springer International Publishing AG, part of Springer Nature
影响因子This book reports on a comprehensive analytical, experimental and numerical study on the flexural response of post-tensioned masonry walls under in-plane 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 performance levels. The book reports on the development and verification of a finite element model of post-tensioned masonry walls. It describes a detailed parametric study to predict the strength of post-tensioned masonry walls. New design methodologies and expressions are developed to predict the  flexural strength and force-displacement response of post-tensioned masonry. Experimental study is carried out to better understand the behavior of post-tensioned masonry walls and also to evaluate the accuracy of the proposed design procedureand expressions.  The book also includes an introduction to current research on unbounded post-tensioned masonry walls, together with an extensive analysis of previously published test results..
Pindex Book 2019
The information of publication is updating

书目名称Behavior of Unbounded Post- tensioned Masonry Walls影响因子(影响力)




书目名称Behavior of Unbounded Post- tensioned Masonry Walls影响因子(影响力)学科排名




书目名称Behavior of Unbounded Post- tensioned Masonry Walls网络公开度




书目名称Behavior of Unbounded Post- tensioned Masonry Walls网络公开度学科排名




书目名称Behavior of Unbounded Post- tensioned Masonry Walls被引频次




书目名称Behavior of Unbounded Post- tensioned Masonry Walls被引频次学科排名




书目名称Behavior of Unbounded Post- tensioned Masonry Walls年度引用




书目名称Behavior of Unbounded Post- tensioned Masonry Walls年度引用学科排名




书目名称Behavior of Unbounded Post- tensioned Masonry Walls读者反馈




书目名称Behavior of Unbounded Post- tensioned Masonry Walls读者反馈学科排名




单选投票, 共有 1 人参与投票
 

0票 0.00%

Perfect with Aesthetics

 

0票 0.00%

Better Implies Difficulty

 

0票 0.00%

Good and Satisfactory

 

1票 100.00%

Adverse Performance

 

0票 0.00%

Disdainful Garbage

您所在的用户组没有投票权限
发表于 2025-3-21 20:39:59 | 显示全部楼层
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. ..
发表于 2025-3-22 04:02:15 | 显示全部楼层
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. ..
发表于 2025-3-22 05:32:08 | 显示全部楼层
发表于 2025-3-22 11:57:20 | 显示全部楼层
发表于 2025-3-22 14:32:44 | 显示全部楼层
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
发表于 2025-3-22 20:04:52 | 显示全部楼层
发表于 2025-3-22 23:38:17 | 显示全部楼层
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.
发表于 2025-3-23 01:57:01 | 显示全部楼层
发表于 2025-3-23 07:20:18 | 显示全部楼层
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.
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 SITEMAP 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-6-30 13:43
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表