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Fundamental Study on Seismic Response of Steel Moment Frames Sustaining Beam-Hinging Mechanism

支撑梁铰机构的钢框架地震响应基础研究

基本信息

批准号：
17560512
负责人：
OGAWA Koji
金额：
$ 2.24万
依托单位：
Kumamoto University
依托单位国家：
日本
项目类别：
Grant-in-Aid for Scientific Research (C)
财政年份：
2005
资助国家：
日本
起止时间：
2005 至 2006
项目状态：
已结题

项目摘要

This research aims at developing a numerical analysis program, which precisely simulates dynamic behaviors of steel moment frames and at examining of seismic response derived from analytical results. The frames are weak-beam type frames, whose beams are weaker than their columns with respect to full plastic bending moment.The frame analysis program, which the author already has been developed, deals with not only joint panels but also column-bases for accuracy of trace behaviors of pure steel frames. For a further refinement of the program, a new function was implemented into the program, which makes the program be able to deal with composite action of beams and reinforced concrete slabs. The analytical main steel frame consists of one-dimensional finite elements. Moreover, the reinforced concrete slabs settled en the beams were modeled with the consistency of deformation and stress-strain relationship covering over deteriorating region.A numerical work was conducted using the new developed program to examine the composite effect of R/C slabs on the behaviors of over-all frames comparing results of pure or naked steel frames with those of frames with R/C slabs. As a result, followings were withdrawn from the numerical study; 1) The basic period as eigen-value of naked frames is longer than that of frames with R/C slabs from 5 to 10 percent. 2) The maximum story drift angle of naked frames is as large as that of frames with R/C slabs from 1.0 to 1.5 times. 3) As for the maximum story drift angle of frame, the legacy method, which is called as the plastic-hinge method gives rather accurate results in case where moment of inertia of beams are suitably increased.

本研究旨在开发一种数值分析程序，精确模拟钢矩框架的动态行为，并检查从分析结果得出的地震响应。框架为弱梁型框架，其梁在全塑性弯矩方面比柱弱。作者已经开发的框架分析程序不仅处理节点面板，还处理柱基，以确保纯钢框架痕迹行为的准确性。为了进一步完善程序，程序中实现了一个新功能，使程序能够处理梁和钢筋混凝土板的复合作用。分析主钢框架由一维有限元组成。此外，对固定在梁上的钢筋混凝土板进行了建模，使变形和应力应变关系的一致性覆盖了恶化区域。使用新开发的程序进行了数值工作，以检查 R/C 板对整体框架性能的综合影响，并将纯钢框架或裸钢框架的结果与带有 R/C 板的框架的结果进行比较。因此，以下内容被从数值研究中撤回； 1）裸框架特征值的基本周期比钢筋混凝土框架长5%~10%。 2）裸框架的最大层间位移角是钢筋混凝土框架的1.0～1.5倍。 3）对于框架的最大层偏角，传统的方法，即塑性铰法，在适当增大梁的转动惯量的情况下，给出了相当准确的结果。

项目成果

期刊论文数量（15）

专著数量（0）

科研奖励数量（0）

会议论文数量（0）

专利数量（0）

Effect of Floor Slab Composite Action on Maximum Story Drift Angle Response of Steel Frames

楼板复合作用对钢框架最大层位移角响应的影响

DOI：
发表时间：
2006
期刊：
Summaries of Technical Papers of Annual Meeting, AIJ C-1
影响因子：
0
作者：
NAKAHARA Hiroaki;OGAWA Koji
通讯作者：
OGAWA Koji

Plastic Deformation of Beams in Steel Moment-Resistant Frames Subjected to Strong Earthquakes

强震钢框架梁的塑性变形

DOI：
发表时间：
2005
期刊：
Proc. of Fourth International Conference on Advances in Steel Structures V01.1
影响因子：
0
作者：
NAKAHARA Hiroaki;OGAWA Koji;中原寛章・小川厚治;Hiroaki Nakahara
通讯作者：
Hiroaki Nakahara

Study on Elastic-plastic Analysis of Composite Beams

组合梁弹塑性分析研究