- 摘 要
-
顧渭建 邱 鴻
（總參工程兵第四設(shè)計研究院 北京 100850）[提要] 通過對兩棟（14層條型樓和26層點式樓）鋼筋砼高層剪力墻結(jié)構(gòu)不同橫墻間距方案對結(jié)構(gòu)的抗地震性能、力學(xué)反應(yīng)和材料用量等的影響以及各自的優(yōu)缺點等的分析比較，探討了不同平面形狀的剪力墻結(jié)構(gòu)橫墻間距的最佳配置問題，并在此基礎(chǔ)上提出了可供實際設(shè)計參考的合理建議。
[關(guān)鍵詞] 高層剪力墻結(jié)構(gòu) 墻體間距 結(jié)構(gòu)分析The influence of different intervals of transverse wall on seismic performance, mechanical response and building material consumption are analyzed through two typical reinforced concrete high-rise shear wall structures. The optimum arrangement of the intervals of transverse wall with different plan forms are dicsussed. Some reasonable suggestions are proposed for the practical design of high-rise shear wall structures.
Keywords: high-rise shear wall structure;intervals; shear wall; structural analysis
