Nonsymmetrical loading protocols for shear links in eccentrically braced frames

The AISC Seismic Provisions for Structural Steel Buildings (AISC 341-16) provide a testing protocol for qualification of link-to-column connections in eccentrically braced frames (EBFs). This symmetrical testing protocol was developed by conducting nonlinear time history analysis on representative EBFs designed according to the International Building Code. Although the testing protocol is intended for qualification of link-to-column connections, many research programs have employed this recommended protocol for testing of shear links. Recent numerical investigations on constructed EBFs and archetype models showed that links can be subjected to one-sided loadings with significantly higher link rotation angles than the codified limits. A numerical study has been undertaken to develop nonsymmetrical loading protocols for shear links in EBFs. Pursuant to this goal, 20 EBF archetypes were designed according to the ASCE7-16 standard. The main parameters investigated were the link length to bay width ratio (e/L), number of stories, type of EBF, and the ground motion level. The archetypes were subjected to maximum considered earthquake and collapse level earthquake as recommended by FEMA P695. The results showed that the history of link rotation is single sided and depends strongly on e/L and the level of ground motion. Nonsymmetrical loading protocols that depend on the aforementioned variables were developed and are presented herein.     

基于互联网的震后虚假信息入侵实时检测系统设计

虚假震后信息入侵严重干扰抗震救灾与灾后重建进程,为防止虚假震后信息在互联网中大肆传播,需对震后虚假信息进行精准识别,设计基于互联网的震后虚假信息入侵实时检测系统。互联网以Web服务器为载体传播信息,数据包捕获模块采用WinPcap技术,并从中获取有效数据包,在协议解析模块中完成数据包TCP/IP协议、CMP协议、UDP协议解码工作,解码后的数据输入到基于SVM的震后虚假信息检测模型中。SVM模型寻求最优超平面将震后信息分为虚假与真实两个类别,根据该结果完成震后虚假信息入侵实时检测。由实验结果可知该系统检测震后虚假信息入侵误报率低于3%,相比同类型系统具有接收数据能力强、效率高的优势,对精准检测震后虚假信息具有重要意义。     

基于SOAP的分布式通信策略研究与实现

在研究SOAP通讯原理的基础上,分析了SOAP完成通信功能所需要的主要功能模块,研究了SOAP通信功能的执行效率,由此设计出相应模块以实现分布式通信策略,提高了软件的可复用性和可移植性.实现了异构网络环境下异构平台间的互操作,使分布式资源得到更广泛的利用.     

Secure Socket Layer协议在电子政务系统安全建设中的应用

针对目前日益突出的电子政务安全问题,在Secure Socket Layer协议的基础上,对我国电子政务的安全问题进行探讨,并针对目前政府机构信息化建设中的数据安全传输问题提出几点改进工作方案。     

BGP协议在CERNET用户接入中的应用

通过对静态路由和动态路由的考察分析,并结合CERNET用户接入现状,提出将BGP协议应用到CERNET用户接入中,采用BGP协议和静态路由相结合的混合路由方式,是1种全新的CERNET用户接入路由模式。     

Simplified seismic design approach for steel portal frame piers with hysteretic dampers

A simplified seismic design procedure for steel portal frame piers installed with hysteretic dampers is proposed, which falls into the scope of performance‐based design philosophy. The fundamental goal of this approach is to design a suite of hysteretic damping devices for existing and new bridge piers, which will assure a pre‐defined target performance against future severe earthquakes. The proposed procedure is applicable to multi‐degree‐of‐freedom systems, utilizing an equivalent single‐degree‐of‐freedom methodology with nonlinear response spectra (referred to as strength‐demanded spectra) and a set of formulae of close‐form expressions for the distribution of strength and stiffness produced in the structure by the designed hysteretic damping devices. As an illustrative example, the proposed procedure is applied to a design of a simple steel bridge pier of portal frame type with buckling‐restrained braces (one of several types of hysteretic dampers). For the steel portal frame piers, an attempt is made to utilize not only the displacement‐based index but also the strain‐based index as pre‐determined target performance at the beginning of design. To validate this procedure, dynamic inelastic time‐history analyses are performed using the general‐purpose finite element program ABAQUS. The results confirm that the proposed simplified design procedure attains the expected performance level as specified by both displacement‐based and strain‐based indices with sufficient accuracy. Copyright © 2006 John Wiley & Sons, Ltd.     

船艏正撞刚性墙力—撞深关系的简化公式研究

面向工程应用,基于船艏正撞刚性墙的有限元碰撞计算,提出了撞击力—船艏撞深关系的基本简化公式,以应用于船撞桥的质量-弹簧体系简化动力分析模型的有限元计算。使用LS-DYNA软件,通过3000~50000 DWT（dead weight tonnage,载重吨）范围内4艘典型船舶的有限元碰撞分析,得到了船舶在1.0~5.0 m/s冲击速度范围内,与刚性墙面正撞的撞击力—撞深样本曲线。根据对样本曲线的观察,提出了一种基本的撞击力—撞深关系的简化数学公式,并统计得到了公式中各参数的表达式。船桥碰撞实际工况的有限元计算对比表明,提出的简化公式可以满足船桥碰撞简化动力分析的需要。     

改善VSAT卫星链路网际互联的技术途径

在卫星通信网上运行TCP/IP协议时,因电波空间传播产生的卫星链路时延,严重降低了TCP协议数据流的传输速率和通信效率。选择适当的TCP数据流发送窗口值,不能从根本上提高TCP数据流的传输速率。对于采用卫星通信链路作为传输信道的计算机广域网,在卫星站网关上使用TCP“协议欺骗”技术,能够显著提高TCP/IP协议在卫星通信网上运行的效率。文中给出了采用TCP/IP“协议欺骗”后实测的结果。     

遥感图像处理软件设计中插件技术的应用

首先给出了插件的定义及引入插件的意义,然后阐述了插件的原理及关键技术,最后给出了插件设计的步骤和在遥感图像处理软件中的实现方法。     

水下悬浮隧道结构分析研究进展

长期以来,如何快速跨越广袤的水域一直是世人关注的焦点.在最近几十年里,一种新的跨越海峡、大江、湖泊、水道的交通结构物-水下悬浮隧道吸引了世人的目光.水下悬浮隧道的研究历史虽然短暂,但由于该种结构的新颖性与其独有的优越性与应用潜力,使得世界各国的学者专家为此进行了很多有价值的工作.首先概述水下悬浮隧道的概念、优点及需要研究和解决的关键问题;随后从水下悬浮隧道的隧道管体结构、隧道锚固系统、作用荷载以及锚固基础等几个方面的结构简化模型综述了水下悬浮隧道结构分析的研究现状;最后对水下悬浮隧道的发展方向进行了总结和分析.