An elastic-plastic analysis of short-leg shear wall structures during earthquakes     

Ding Jianguo  Zhu Ying 《地震工程与工程振动(英文版)》2012,11(4):525-540

Short-leg shear wall structures are a new form of building structure that combine the merits of both frame and shear wall structures. Its architectural features, structure bearing and engineering cost are reasonable. To analyze the elastic-plastic response of a short-leg shear wall structure during an earthquake, this study modified the multiple-vertical-rod element model of the shear wall, considered the shear lag effect and proposed a multiple-vertical-rod element coupling beam model with a new local stiffness domain. Based on the principle of minimum potential energy and the variational principle, the stiffness matrixes of a short-leg shear wall and a coupling beam are derived in this study. Furthermore, the bending shear correlation for the analysis of different parameters to describe the structure, such as the beam height to span ratio, short-leg shear wall height to thickness ratio, and steel ratio are introduced. The results show that the height to span ratio directly affects the structural integrity; and the short-leg shear wall height to thickness ratio should be limited to a range of approximately 6.0 to 7.0. The design of short-leg shear walls should be in accordance with the "strong wall and weak beam" principle.  相似文献   

锚杆挡土墙可靠度分析与计算方法   总被引：1，自引：0，他引：1  

唐仁华  陈昌富 《岩土力学》2012,33(5):1389-1394

提出了锚杆挡墙中肋柱锚杆体系的串-并联模型。将肋柱视为连续梁,锚杆视为弹性支座,引入锚杆与锚固段周围岩土体的复合刚度系数,用位移法导出了各根锚杆所受荷载的统一计算公式。考虑各功能函数之间的相关性,运用系统可靠性理论,提出了单根锚杆3种破坏模式的串联系统与多根锚杆并联系统的体系可靠度计算方法,并编制了计算程序。对一工程实例进行计算,并对计算结果进行了分析,发现单根锚杆的3种失效模式并非相互独立,每种失效模式对锚杆可靠度的影响也不一样,而3根锚杆并联系统的失效概率近似等于在其他锚杆均未破坏的条件下每根锚杆单独失效概率之和。  相似文献   

On the influence of a non-cohesive fines content on small strain stiffness,modulus degradation and damping of quartz sand     

《Soil Dynamics and Earthquake Engineering》2015

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A simple critical state interface model and its application in prediction of shaft resistance of non-displacement piles in sand     

《Computers and Geotechnics》2017

A simple semi-hyperbolic state-dependent constitutive model for sand-structure interfaces is proposed. The model formulation is consistent with critical state soil mechanics since void ratio evolves continuously with shear strain from initial state towards asymptotic critical state at extremely large shear strains. The model takes into account influence of normal stiffness on volume change and stress path. The proposed interface model is implemented in a pile segment analysis scheme for simulation of shaft resistance mobilization in non-displacement piles. Results reveal that the proposed pile segment analysis can well predict shaft resistance of model piles embedded in different sands.  相似文献   

天然地基强迫振动测试与分析     

王岚  吕景权  朱文久  郑水明 《大地测量与地球动力学》2011,31(2):84-88

在试验块体分别为明置与埋置情形时,利用激振器对某工程场地天然地基分别进行竖向、水平回转及扭转稳态强迫振动试验。试验结果表明,埋置情形试验的动力特性参数值均大于明置情形试验相应值;同种试验情形下,地基第一振型共振频率竖向最大,水平回转向其次,扭转向最小;土的参振质量均远大于基础本身质量。  相似文献   

西安地铁施工诱发地表沉降及对城墙的影响   总被引：1，自引：0，他引：1  

朱才辉  李宁 《岩土力学》2011,32(Z1):538-0544

以西安地铁2号线为背景,利用3种预测公式对实测地表沉降值进行拟合,得到了沉降槽形态参数。利用拟合参数,借鉴“刚度修正法”原理对地铁下穿城墙施工诱发其基础的沉降进行预测,并建立城墙的三维有限元模型,对城墙所能承受的极限变形能力和承载力进行量化分析,分析结果表明：Peck公式能较好地描述地表沉降特征;考虑后期蠕变和固结作用,盾构施工所诱发的城墙基础最大沉降量不得超过20 mm,期望对后期地铁施工引起地表沉降及其对建筑物的响应提供科学参考。  相似文献   

均质土中PCC桩与实心桩动力响应对比分析     

丁选明  刘汉龙 《岩土力学》2011,32(Z1):260-264

现浇混凝土大直径管桩(简称PCC桩)由于具有较大的内、外壁摩阻力,在竖向荷载作用下表现出与一般实心桩不同的静、动力特性。采用建立的解析公式,对PCC桩、等截面积实心桩和等外直径实心桩3种桩的动力响应进行了对比分析,研究结果表明,当桩端阻力相对较小时,3种模型位移幅值差别不大;当桩端阻力较大时,3种模型幅频曲线和相频曲线存在较大差别;等面积实心桩位移幅值比PCC桩稍大,而等外直径实心桩的位移幅值比PCC桩稍小;位移相频曲线呈现等间距的震荡,实心桩的震荡峰值比PCC桩要高,且震荡峰值对应的频率各不相同,PCC桩出现震荡峰值的频率比实心桩小;3种计算模型动刚度震荡幅值差别较大,等直径实心桩的动刚度最大,等面积实心桩次之,PCC桩最小;等直径实心桩的虚部最大,PCC桩次之,等面积实心桩最小,振动过程中等直径实心桩桩顶阻尼最大;等面积实心桩的速度导纳最大,PCC桩次之,等直径实心桩最小。PCC桩充分发挥了单方混凝土的性能,比等截面实心桩具有更小的动力响应,比等外径实心桩更节省混凝土。  相似文献   

持续变刚度摩擦型阻尼器     

滕睿  陈曦  王涛 《世界地震工程》2010,26(4)

文中提出了一种具有持续可变滑移后刚度的摩擦型阻尼器。与传统摩擦阻尼器相比,这种阻尼器的滑移后刚度随变形增加而持续增长,承载能力显著提高。使用者可以根据不同地震水平下的性能目标调整输出力的大小,因此也为不同目标值下的结构控制提供了一种切实可行的方法。阻尼器采用套筒-活塞式结构,摩擦片通过橡胶层固化到活塞上,橡胶层同时为摩擦片提供面压。摩擦片与套筒内壁形成滑移面,该滑移面的内径沿轴向呈曲线变化,理论分析、数值模拟与试验结果表明,抛物线形的滑移面可提供呈三次函数关系的力与位移关系曲线,持续增长的刚度和出力,有利于改善结构的抗倒塌性能。  相似文献   

Procedures for calibration of linear models for damage limitation in design of masonry‐infilled RC frames          下载免费PDF全文

Paolo Ricci  Maria Teresa De Risi  Gerardo Mario Verderame  Gaetano Manfredi 《地震工程与结构动力学》2016,45(8):1315-1335

Recent earthquakes have confirmed the role played by infills in the seismic response of reinforced concrete buildings. The control and limitation of damage to such nonstructural elements is a key issue in performance‐based earthquake engineering. The present work is focused on modeling and analysis of damage to infill panels, and, in particular, it is aimed towards linear analysis procedures for assessing the damage limitation limit state of infilled reinforced concrete frames. First, code provisions on infill modeling and acceptance criteria at the damage limitation limit state are reviewed. Literature contributions on damage to unreinforced masonry infill panels and corresponding displacement capacity are reported and discussed. Two procedures are then proposed aiming at a twofold goal: (i) the determination of ‘equivalent’ interstory drift ratio limits for a bare frame model and (ii) the estimation of the stiffness of equivalent struts representing infill walls in a linear model. These two quantities are determined such that a linear model ensures a reliable estimation of seismic capacity at the damage limitation limit state, providing the same intensity level as that obtained from nonlinear analyses carried out on structural models with infills. Finally, the proposed procedures are applied to four‐story and eight‐story case study‐infilled frames, designed for seismic loads according to current technical codes. The results of these application examples are presented and discussed. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

In‐plane and out‐of‐plane behavior of confined masonry walls for various toothing and openings details and prediction of their strength and stiffness          下载免费PDF全文

Vaibhav Singhal  Durgesh C. Rai 《地震工程与结构动力学》2016,45(15):2551-2569

Eight half‐scale brick masonry walls were tested to study two important aspects of confined masonry (CM) walls related to its seismic behavior under in‐plane and out‐of‐plane loads. Four solid wall specimens tested to investigate the role of type of interface between the masonry and tie‐columns, such as toothing varying from none to every course. The other four specimens with openings were tested to study the effectiveness of various strengthening options around opening to mitigate their negative influence. In the set of four walls, one wall was infilled frame while the other three were CM walls of different configurations. The experimental results were further used to determine the accuracy of various existing models in predicting the in‐plane response quantities of CM walls. Confined masonry walls maintained structural integrity even when severely damaged and performed much better than infill frames. No significant effect of toothing details was noticed although toothing at every brick course was preferred for better post‐peak response. For perforated walls, provision of vertical elements along with continuous horizontal bands around openings was more effective in improving the overall response. Several empirical and semi‐empirical equations are available to estimate the lateral strength and stiffness of CM walls, but those including the contribution of longitudinal reinforcement in tie‐columns provided better predictions. The available equations along with reduction factors proposed for infills could not provide good estimates of strength and stiffness for perforated CM walls. However, recently proposed relations correlating strength/stiffness with the degree of confinement provided reasonable predictions for all wall specimens. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献