预应力砖墙在低周反复荷载下抗裂及承载力试验研究

骆万康 王在贤

doi:10.11835/j.issn.1674-4764.1994.04.008

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预应力砖墙在低周反复荷载下抗裂及承载力试验研究

更新时间：2023-11-28

- 预应力砖墙在低周反复荷载下抗裂及承载力试验研究
- EXPERIMNTAL RESEARCH ON THE CRACK RESISTANCE AND BEARING CAPACITY OF PRESTRESSED BRICK MASONRY WALLS UNDER CYCLIC LOADING
- 土木与环境工程学报（中英文） 1994年16卷第4期页码：52-66
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- DOI：10.11835/j.issn.1674-4764.1994.04.008
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- 纸质出版：1994
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骆万康王在贤. 预应力砖墙在低周反复荷载下抗裂及承载力试验研究[J]. 土木与环境工程学报（中英文）, 1994,16(4):52-66.

Luo Wankang. EXPERIMNTAL RESEARCH ON THE CRACK RESISTANCE AND BEARING CAPACITY OF PRESTRESSED BRICK MASONRY WALLS UNDER CYCLIC LOADING[J]. Journal of Civil and Environmental Engineering, 1994, 16(4): 52-66.
骆万康王在贤. 预应力砖墙在低周反复荷载下抗裂及承载力试验研究[J]. 土木与环境工程学报（中英文）, 1994,16(4):52-66. DOI： 10.11835/j.issn.1674-4764.1994.04.008.

Luo Wankang. EXPERIMNTAL RESEARCH ON THE CRACK RESISTANCE AND BEARING CAPACITY OF PRESTRESSED BRICK MASONRY WALLS UNDER CYCLIC LOADING[J]. Journal of Civil and Environmental Engineering, 1994, 16(4): 52-66. DOI： 10.11835/j.issn.1674-4764.1994.04.008.

摘要

通过１：２预应力与非预应力带圈梁，构造柱砖墙在低周反复水平荷载作用下的对比试验，研究了墙片的裂缝出现与开展过程、破坏机理、滞回特性、强度、刚度、延性及耗参能能力，本文仅就其抗裂及承载力进行了论述，说明在砖墙中施加预应力能明显提高其抗震性能，并提出了有关抗裂及级限承载力的计算方法，计算结果与试验相当吻合。

Abstract

By comparing the tests of prestressed and nonprestressed brick masonry walls with peripheral beams and Constructional columns

under cyclic lateral loading

the apperaence and development of Cracks

failure mechanism

hysteretic behavior

strength

stiffness

ductility and ener-gy dissipation of the brick rnasonry walls arc studied.Only the crack resistance and bearing capacity of walls are discussed in this paper.It is shown that prestressing on brick masonry wall can obviotisly improve its seismic behavior.Morcover

calculating methods for the crack resistance and the ultimate bearing capacity are presented

and the caculating results are identical with the tests.

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