Coupled shear‐bending formulation for seismic analysis of stacked wood shear wall systems     

S. Pei  J. W. van de Lindt 《地震工程与结构动力学》2009,38(14):1631-1647

A summary of the development of a new coupled shear‐bending model for analysis of stacked wood shear walls and multi‐story wood‐frame buildings is presented in this paper. The model focuses on dynamic response of light‐frame wood structures under seismic excitation. The formulation is intended to provide a more versatile option than present pure shear models in that the new model is capable of accurately capturing the overall lateral response of each story diaphragm and separates the inter‐story shear deformation and the deformation associated with rotation of the diaphragm due to rod elongation, which is an analogue to the bending deformation in an Euler–Bernoulli beam model. Modeling the coupling of bending and shear deformation is shown to provide more accurate representation of stacked shear wall system behavior than a pure shear model, particularly for the upper stories in the assembly. The formulation is coupled with the newly developed evolutionary parameter hysteretic model for wood shear walls. Existing data from a shake table test of an isolated three‐story wood shear wall were used to verify the accuracy of the model prediction. The numerical results agreed very well with shake table test measurements. The influence of a continuous rod hold‐down system on the dynamic behavior of the three‐story stacked wood shear wall was also successfully simulated. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

An Application of the Adjoint Method to a Statistical-Dynamical Tropical-Cyclone Prediction Model (SD-90) Ⅱ: Real Tropical Cyclone Cases     

XIANG Jie  LIAO Qianfeng  HUANG Sixun  LAN Weiren  FENG Qiang  ZHOU Fengcai 《大气科学进展》2006,23(1)

In the first paper in this series, a variational data assimilation of ideal tropical cyclone (TC) tracks was performed for the statistical-dynamical prediction model SD-90 by the adjoint method, and a prediction of TC tracks was made with good accuracy for tracks containing no sharp turns. In the present paper, the cases of real TC tracks are studied. Due to the complexity of TC motion, attention is paid to the diagnostic research of TC motion. First, five TC tracks are studied. Using the data of each entire TC track, by the adjoint method, five TC tracks are fitted well, and the forces acting on the TCs are retrieved. For a given TC, the distribution of the resultant of the retrieved force and Coriolis force well matches the corresponding TC track, i.e., when a TC turns, the resultant of the retrieved force and Coriolis force acts as a centripetal force, which means that the TC indeed moves like a particle; in particular, for TC 9911, the clockwise looping motion is also fitted well. And the distribution of the resultant appears to be periodic in some cases. Then, the present method is carried out for a portion of the track data for TC 9804, which indicates that when the amount of data for a TC track is sufficient, the algorithm is stable. And finally, the same algorithm is implemented for TCs with a double-eyewall structure, namely Bilis (2000) and Winnie (1997),and the results prove the applicability of the algorithm to TCs with complicated mesoscale structures if the TC track data are obtained every three hours.  相似文献   

规则钢筋混凝土异形柱框架结构的抗震性能研究     

杨溥  唐剑  黄宗明 《地震工程与工程振动》2006,26(3):145-147,151

本文按现行规范及技术规程设计了设防烈度为8度的一个规则的钢筋混凝土异形柱框架,并进行了单向水平地震作用下的空间三维非线性地震反应分析,考查了异形柱框架结构在设防和罕遇地震水准下的整体抗震性能,对结构能否达到抗震设防目标进行了初步评价。结果表明,8度区按规范设计的结构在设防烈度及罕遇烈度地震作用下基本能够达到预期的抗震设防目标。  相似文献   

基于WebGIS的网络国土资源信息系统的设计与实现   总被引：1，自引：0，他引：1  

熊登亮  赵俊三  贵仁义  潘邦龙 《地理信息世界》2006,4(5):17-20

国土资源管理信息化、网络化是政府部门上网工程的一项重要内容之一。本文从分析WebGIS的特点和功能及其实现模式入手,提出了建立基于WebGIS技术的网络国土资源信息系统的实现方案。从系统的可行性分析,系统设计,系统结构,功能设计,数据库,网络安全等方面进行了详细论述。最后,通过实际应用证明方案是可行的。  相似文献   

三层轻木-混凝土混合结构足尺模型模拟地震振动台试验研究   总被引：4，自引：0，他引：4  

熊海贝  倪春  吕西林  贾国成 《地震工程与工程振动》2008,28(1):91-98

轻型木结构在地震作用下的性能已有了一定的研究基础,但轻木混合结构的抗震性能研究尚未得到充分认识。本文重点介绍了首次进行的3层轻木-混凝土混合结构振动台试验,试验房屋下部一层为钢筋混凝土框架结构,上部二层为对称轻型木结构,模型平面尺寸为6.1m×3.7m。对5个上下抗侧刚度比不同的足尺模型,采用3种地震动沿房屋纵向激振,峰值加速度依次为0.1g~0.5g。每次激振后测定房屋自振频率及对应的阻尼,各层加速度和水平位移,木结构底部与混凝土结构顶部之间竖向相对位移以及螺栓锚固力等。试验结果表明:(1)轻木-混凝土混合结构具有良好的抗震性能;(2)上部木结构与底层混凝土结构间连接可靠;(3)5个模型的振动均以第1振型为主,但对于刚度比大的模型,下部混凝土结构的2阶振动较明显;(4)刚度比大的模型其地震反应小于刚度比小的模型。  相似文献   

横向荷载作用下密肋复合墙体计算模型及承载力计算方法研究   总被引：2，自引：1，他引：1  

何明胜  姚谦峰  黄炜  瘳小锋  田鹏 《地震工程与工程振动》2008,28(5)

在横向荷载作用下,假设密肋复合墙体结构为夹层悬臂梁,提出其计算模型,根据变形协调原理对其进行受力分析,建立了结构横向位移及各组成构件承受剪力和弯矩的表达式,给出了密肋复合墙体结构在横向荷载作用下各组成构件荷载分配的比例关系,并通过内墙板的抗剪承载力公式予以验证。与试验结果对比分析表明:模型计算结果吻合较好,本文提出的横向荷载作用下计算模型及抗剪承载力计算公式具有一定精度,适合用于密肋复合墙体的计算分析。  相似文献   

长岛附近地区小震精定位及地震趋势分析   总被引：1，自引：0，他引：1  

李亚军  李永红  胡旭辉  许萍  李瑞红  石玉燕 《华北地震科学》2008,26(2):22-26

对长岛附近地区（N35．8°～38．7°,E119．4°～122．9°）2000年以来数字记录的中小地震进行了双差定位,对重新定位结果的时空特征进行分析。发现双差定位后的地震与断层关系更为密切;中小地震深度具有分区差异,长岛附近较浅（平均6km）,1548年7级震源区附近较深（平均13km）。结合长岛附近地区中等地震活动特点和地震活动性参数时序变化,综合分析长岛附近地区的地震趋势。  相似文献   

Seismic behaviour of hybrid systems made of PR composite frames coupled with dissipative bracings     

C. Amadio  I. Clemente  L. Macorini  M. Fragiacomo 《地震工程与结构动力学》2008,37(6):861-879

The paper investigates the dynamic behaviour of hybrid systems made of partially restrained (PR) steel–concrete composite frames coupled with viscoelastic dissipative bracings. A numerical model that accounts for both the resisting mechanisms of the joint and the viscoelastic contribution of the dissipative bracing is introduced and briefly discussed. The model is first validated against experimental outcomes obtained on a one‐storey two‐bay composite frame with partial strength semi‐rigid joints subjected to free vibrations. A number of time‐history analyses under different earthquake ground motions and peak ground accelerations are then carried out on the same type of frame. The purpose is to investigate the influence of the type of beam‐to‐column connection and property of the viscoelastic bracing on the performance of the hybrid system. The inherent stiffness of the bare PR frame and the plastic hysteresis of the beam‐to‐column joints, which always lead to only limited damage in the joint, are found to provide a significant contribution to the overall structural performance even under destructive earthquakes. This remark leads to the conclusion that the viscoelastic bracing can be effectively used within the hybrid system. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Damage detection of a steel–concrete composite frame by a multilevel approach: Experimental measurements and modal identification     

Giuseppe Chellini  Guido De Roeck  Luca Nardini  Walter Salvatore 《地震工程与结构动力学》2008,37(15):1763-1783

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隧道洞口滑坡稳定性分析与防治措施   总被引：6，自引：1，他引：5  

张伟  焦玉勇  郭小红 《岩土力学》2008,29(Z1):311-314

受工程地质条件、水文地质条件及人为因素等的影响,公路隧道洞口施工过程中易发生洞口滑坡。综合连霍国道主干线宝鸡天水高速公路码头隧道洞口滑坡的形成特点、工程地质及水文地质特征,采用非线性有限元法对该洞口滑坡进行了分析,探讨了变形和塑性区分布特征,得到了滑面位置,提出了加固治理方案,为今后类似工程提供参考与借鉴。  相似文献