摘要
从抗震概念设计、抗震计算要点、抗震构造三方面结合新旧规范对底层框架抗震砖房结构抗震设计,尤其对框支墙梁的计算进行分析探讨。
Analyze aseimic design of masonry buildying with frame - shear wall structure at lower stories based on three aspects: aseismic design of concept; aseismic calculate; aseismic construct and new design code, especially analyze the calculate of wall-beam supported on R. C. frame.
出处
《江苏建筑》
2004年第1期23-24,29,共3页
Jiangsu Construction
关键词
底层框架
抗震墙砖房
抗震设计
抗震构造
抗震计算
抗震概念设计
Masonry Building with Frame - shear Wall Structure at Lower Stories
Aseismic Code
Aseismic Design of Concept
Aseismic Calculation
Aseismic Construction
Wall - beam Supported on R. C. Frame
