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再生建筑是什么 被引量:1
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作者 青木茂 《世界建筑导报》 2023年第4期56-58,共3页
再生建筑有以下五大特征:1.对环境友好,几乎不产生废料(比起拆旧建新减少82%-73%)。2.确保抗震加固(符合新的抗震设计标准)。3.建筑物的用途可以改变。4.内部和外部的都像新建筑一样设计。5.成本仅为新建筑的三分之二。再生建筑的工作... 再生建筑有以下五大特征:1.对环境友好,几乎不产生废料(比起拆旧建新减少82%-73%)。2.确保抗震加固(符合新的抗震设计标准)。3.建筑物的用途可以改变。4.内部和外部的都像新建筑一样设计。5.成本仅为新建筑的三分之二。再生建筑的工作首先从建筑物的调查开始。现场勘测,抗震诊断,包括混凝土的抗压强度、中性化、主钢筋、环箍钢筋、裂缝、框架测量、不均匀沉降等。通过勘测,对建筑的现状有了基本的掌握后再进行设计规划。可以想象成此时刚处于钢架结构或钢混结构的框架搭建完成阶段,从这里开始考虑布置怎样的平面以及考虑内装和外装的设计。从另一个角度看,这是一个建筑的内装和外装都被剥离的初始状态。 展开更多
关键词 钢混结构 不均匀沉降 抗震加固 钢架结构 现场勘测 设计规划 外装 从这里开始
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Effects of Bearing Type on Seismic Response of Small Base Isolation System Using Friction Bearings
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作者 Katsumi Kurita Mikito Kezuka +3 位作者 shigeru aoki Yuuj i Nakanishi Kazutoshi Tominaga Mitsuo Kanazawa 《Journal of Civil Engineering and Architecture》 2014年第3期261-267,共7页
In this study, dynamic characteristics of the small base isolation system using new friction bearings are investigated by excitation experiment, and compared to other one using previous bearings. Peak amplitude of the... In this study, dynamic characteristics of the small base isolation system using new friction bearings are investigated by excitation experiment, and compared to other one using previous bearings. Peak amplitude of the acceleration response waves on the small base isolation system is decreased to about 10%-25% compared to the input waves. Also root mean square amplitude is decreased to about 10%-40%. In case of the ball embedded a cylindrical sponge, the new bearing, the damping ratio increases with increasing width of the cylindrical sponge. The natural frequency does not change. On the other hand, in case of the marble plate that is previous bearing, the damping ratio increases with increasing curvature radius of the marble plate, the natural frequency also increases. Therefore, the small base isolation system using new friction bearing provides better performance. The responses of the base isolation system indicate nonlinier effects by friction force. 展开更多
关键词 Small base isolation system friction bearing peak amplitude natural frequency damping ratio.
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