高层混凝土结构底部嵌固端分类的初步探讨  

The Classification of the Fixed End at the Bottom of High-rise Concrete Structure

作　　者：宗彬彬 薛俊伟[1] 封士杰 

机构地区：[1]江苏省城市规划设计研究院,南京210024

出　　处：《城市建筑》2014年第4期57-57,71,共2页Urbanism and Architecture

摘　　要：高层混凝土结构嵌固端的正确选取是结构计算模型中的一个重要假定,对结构计算结果的真实性和准确性有很大的影响。本文尝试将嵌固端分为抗震嵌固端和计算嵌固端两种,并结合实际分析该分类的可行性。It is an important assumption in the structure calculation mode that doing correct selection of the fixed end of tall building concrete structures, has a great influence on the authenticity and accuracy of the calculation results of structure. This paper attempts divide the fixed end into the fixed end seismic and calculate fixed end, combined with the practical analyzes the feasibility of this classification.

关 键 词：高层混凝土结构 侧向剪切刚度比 计算嵌固端抗震嵌固端 

分 类 号：TU375[建筑科学—结构工程]