Design of slender, unreinforced concrete and masonry walls

机译：细长的无钢筋混凝土和砖石墙的设计

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Current design models for unreinforced concrete and masonry walls are different, although the two structural materials show quite similar behavior. The existing models do not consider the different non-linear material behaviors of various masonry types or concrete strengths. For this reason a new consistent model for the design of unreinforced concrete and masonry walls is being developed. Simplified design equations allowing realistic material properties to be easily modeled by a few specific input parameters are proposed.

机译：尽管两种结构材料显示出非常相似的行为，但当前用于非钢筋混凝土和砌体墙的设计模型是不同的。现有模型未考虑各种砖石类型或混凝土强度的不同非线性材料性能。因此，正在开发一种用于设计无钢筋混凝土和砖石墙的一致的新模型。提出了简化的设计方程式，可以通过几个特定的输入参数轻松对实际材料特性进行建模。

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来源
《International PhD Symposium in Civil Engineering vol.2; 20040616-19; Delft(NL)》|2004年|P.1357-1365|共9页
会议地点 Delft(NL)
作者
Christian Glock; Carl-Alexander Graubner;
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作者单位

University of Technology Darmstadt, Germany;

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原文格式 PDF
正文语种 eng
中图分类市政工程;
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1. Influence of cavity dimension on the stability of eccentrically loaded slender unreinforced masonry hollow walls [J] . Mu Lu, Arturo E. Schultz, Henryk K. Stolarski Construction and Building Materials . 2011,第12期

机译：空腔尺寸对偏心加载的细长无筋砌筑空心墙稳定性的影响
2. Influence of transverse loading on the stability of slender unreinforced masonry walls [J] . Jennifer R. Bean Popehn, Arturo E. Schultz, Mu Lu, Engineering Structures . 2008,第10期

机译：横向荷载对细长无筋砌体墙稳定性的影响
3. Analysis of the Influence of Tensile Strength on the Stability of Eccentrically Compressed Slender Unreinforced Masonry Walls Under Lateral Loads [J] . Mu Lu, Arturo E. Schultz, Henryk K. Stolarski Journal of structural engineering . 2004,第6期

机译：横向荷载作用下抗拉强度对偏心压缩细长无筋砌筑墙体稳定性的影响分析
4. Design of slender, unreinforced concrete and masonry walls [C] . Christian Glock, Carl-Alexander Graubner International PhD Symposium in Civil Engineering . 2004

机译：纤细，不合因的混凝土和砌体墙的设计
5. Performance of polyurea retrofitted unreinforced concrete masonry walls under blast loading. [D] . Ciornei, Laura. 2012

机译：爆炸荷载下聚脲翻新无筋混凝土砌体墙的性能。
6. Behavior of Partially Grouted Concrete Masonry Walls under Quasi-Static Cyclic Lateral Loading [O] . Sebastián Calderón, Laura Vargas, Cristián Sandoval, 2020

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7. An investigation into the flexo-compressive strenght of non slender concrete masonry walls, with and without reinforcement, by testing small masonry specimens [O] . Villegas Cabredo, Luis M., Tuesta Durango, Nelson, Ibáñez del Río, José Ramón 1994

机译：通过测试小型砌体样本，研究带有或不带有钢筋的非细长混凝土砌体墙的挠曲抗压强度
8. Failure Mechanisms in Unreinforced Concrete Masonry Walls Retrofitted with Polymer Coatings. [R] . Dinan, R., Fisher, J., Hammons, M. I., 2003

机译：非增强混凝土砌体墙体改造聚合物涂层的失效机理。

Design of slender, unreinforced concrete and masonry walls

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