[1]季进彬.不埋板式基础抗震性能的探讨[J].华侨大学学报(自然科学版),1988,9(2):184-188.[doi:10.11830/ISSN.1000-5013.1988.02.0184]
 Ji Jinbin.The Earthquake Proof Properties of Floating Foundation[J].Journal of Huaqiao University(Natural Science),1988,9(2):184-188.[doi:10.11830/ISSN.1000-5013.1988.02.0184]
点击复制

不埋板式基础抗震性能的探讨()
分享到:

《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第9卷
期数:
1988年第2期
页码:
184-188
栏目:
出版日期:
1988-04-20

文章信息/Info

Title:
The Earthquake Proof Properties of Floating Foundation
作者:
季进彬
华侨大学土木工程系
Author(s):
Ji Jinbin
关键词:
板式基础 抗震性能 地基刚度 条形基础 地震荷载 多层砖房 片筏基础 基础埋深 减震效应 总水平
DOI:
10.11830/ISSN.1000-5013.1988.02.0184
摘要:
本文概述了不埋板式(浮筏)基础特点,指出由于其抗震性能被怀疑而影响到应用和推广,並从地基刚度、抵抗总水平地震荷载能力和基底滑移减震效应等三方面探讨其抗震性能,说明不埋板式基础的抗震能力可以信赖,並提出增强其抗震性能的建议。
Abstract:
This paper makes an approach to the earthquake proof properties of float- ing foundation. It approaches from various angles: from foundation rigidity; from bearing capacity against total seismic shear; and from foundation base slip damping effect. It is c

相似文献/References:

[1]刘木忠.石墙承重房屋抗震构造措施的一些建议[J].华侨大学学报(自然科学版),1983,4(2):64.[doi:10.11830/ISSN.1000-5013.1983.02.0064]
[2]黄奕辉.钢筋混凝土框架结构火灾后的地震分析[J].华侨大学学报(自然科学版),1997,18(4):381.[doi:10.11830/ISSN.1000-5013.1997.04.0381]
[3]罗漪,徐玉野,王全凤.方钢管混凝土柱的抗震性能分析[J].华侨大学学报(自然科学版),2005,26(4):377.[doi:10.3969/j.issn.1000-5013.2005.04.012]
 Luo Yi,Xu Yuye,Wang Quanfeng.Analys on the Aseismic Behavior of Square Steel Tube Concrete-Filled Column[J].Journal of Huaqiao University(Natural Science),2005,26(2):377.[doi:10.3969/j.issn.1000-5013.2005.04.012]
[4]柴振岭,王全凤,黄奕辉,等.玻璃纤维布加固砖墙抗震性能试验[J].华侨大学学报(自然科学版),2007,28(1):59.[doi:10.3969/j.issn.1000-5013.2007.01.016]
 CHAI Zhen-ling,WANG Quan-feng,HUANG Yi-fui,et al.Experimental Research on Seismic Performance of Brick Masonry Walls Strengthened with Glass Fiber Reinforced Polymer[J].Journal of Huaqiao University(Natural Science),2007,28(2):59.[doi:10.3969/j.issn.1000-5013.2007.01.016]
[5]杨勇,张志伟,郭子雄.型钢混凝土柱位移延性系数的BP网络预测[J].华侨大学学报(自然科学版),2007,28(4):418.[doi:10.3969/j.issn.1000-5013.2007.04.022]
 YANG Yong,ZHANG Zhi-wei,Guo Zi-xiong.Prediction of Displacement Ductility Factor of Steel Reinforced Concrete Columns Based on BP Network[J].Journal of Huaqiao University(Natural Science),2007,28(2):418.[doi:10.3969/j.issn.1000-5013.2007.04.022]
[6]郭经峰,李升才,王文杰.焊接复合箍筋柱蜂窝梁组合节点的拟静力试验[J].华侨大学学报(自然科学版),2009,30(3):321.[doi:10.11830/ISSN.1000-5013.2009.03.0321]
 GUO Jing-feng,LI Sheng-cai,WANG Wen-jie.Quasi-Static Experiments of Steel-Concrete Composite Joints of Castellated Beams with Welded Compound Stirrup[J].Journal of Huaqiao University(Natural Science),2009,30(2):321.[doi:10.11830/ISSN.1000-5013.2009.03.0321]
[7]张大勇,施养杭.异形柱框架结构抗震性能的概念设计[J].华侨大学学报(自然科学版),2010,31(3):322.[doi:10.11830/ISSN.1000-5013.2010.03.0322]
 ZHANG Da-yong,SHI Yang-hang.Study on Seismic Performance and Conceptual Design of Frames with Special-Shaped Columns[J].Journal of Huaqiao University(Natural Science),2010,31(2):322.[doi:10.11830/ISSN.1000-5013.2010.03.0322]
[8]李升才,罗小庆,章炯.焊接环式箍筋约束高强砼柱裂缝开裂[J].华侨大学学报(自然科学版),2010,31(4):458.[doi:10.11830/ISSN.1000-5013.2010.04.0458]
 LI Sheng-cai,LUO Xiao-qing,ZHANG Jiong.Cracks in High-Strength Concrete Columns with Ring Welded Stirrups[J].Journal of Huaqiao University(Natural Science),2010,31(2):458.[doi:10.11830/ISSN.1000-5013.2010.04.0458]
[9]刘阳,郭子雄.CSRC柱抗震性态水平的指标试验[J].华侨大学学报(自然科学版),2010,31(6):684.[doi:10.11830/ISSN.1000-5013.2010.06.0684]
 LIU Yang,GUO Zi-xiong.Experimental Study on the Index for Different Performance Level of CSRC Columns[J].Journal of Huaqiao University(Natural Science),2010,31(2):684.[doi:10.11830/ISSN.1000-5013.2010.06.0684]
[10]刘阳,郭子雄,叶勇.核心型钢混凝土柱抗震性能试验及数值模拟[J].华侨大学学报(自然科学版),2011,32(1):72.[doi:10.11830/ISSN.1000-5013.2011.01.0072]
 LIU Yang,GUO Zi-xiong,YE Yong.Experimental Investigation and Numerical Simulation of Seismic Behavior of CSRC Columns[J].Journal of Huaqiao University(Natural Science),2011,32(2):72.[doi:10.11830/ISSN.1000-5013.2011.01.0072]

更新日期/Last Update: 2014-03-22