The Seismic Force Distribution of Steal Frame with Brace

Autor:	Kuo, Wen-Pien, 郭文賓
Druh dokumentu:	學位論文 ; thesis
Popis:	72 The purpose of this thesis is that using frame, equiva-lent panel sutistitution moilel, study the relation between interstroy drift and stress distribution of the frame within the limit of elastieity when purely steel frame receives seismic force, we take the examples separately to the five. twelve, and twenty-five storeyed buildings of purely steel frame. when they receive the legal seismic forces, we ana-lysis wita computor and compare it with stiffness method and conventional D-value. As regards steel frame with brace, we use brace, equiv-alent panel substitution model, studying the receiving seis-mic force of a twelve storeyed steel frame building when both in steel frame with brace and in frame, and compare the re-sults with tne result, of the stiffness method analysis.
Databáze:	Networked Digital Library of Theses & Dissertations
Externí odkaz:	http://ndltd.ncl.edu.tw/handle/85996485868672043494 Zobrazit plný text záznamu