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Seismic tests of post-tensioned self-centering building frames with column and slab restraints

Chung-Che CHOU, Jun-Hen CHEN

《结构与土木工程前沿(英文)》 2011年 第5卷 第3期   页码 323-334 doi: 10.1007/s11709-011-0119-5

摘要: Post-tensioned (PT) self-centering moment frames have been developed as an alternative to typical moment-resisting frames (MRFs) for earthquake resistance. When a PT frame deforms laterally, gaps between the beams and columns open. However, the gaps are constrained by the columns and the slab in a real PT self-centering building frame. This paper presents a methodology for evaluating the column restraint and beam compression force based on the column deformation and gap openings at all stories. The method is verified by cyclic tests of a full-scale, two-bay by one-story PT frame. Moreover, a sliding slab is proposed to minimize restraints on the expansion of the PT frame. Shaking table tests were conducted on a reduced-scale, two-by-two bay one-story specimen, which comprises one PT frame and two gravitational frames. The PT frame and gravitational frames are self-centering throughout the tests, responding in phase with only minor differences in peak drifts caused by expansion of the PT frame. When the specimen is excited by a simulation of the 1999 Chi-Chi earthquake with a peak ground acceleration of 1.87 g, the maximum interstory drift and the residual drift are 7.2% and 0.01%, respectively.

关键词: post-tensioned frame     frame expansion     column restraint     sliding slab     frame test     shake table test    

Punching of reinforced concrete slab without shear reinforcement: Standard models and new proposal

Luisa PANI, Flavio STOCHINO

《结构与土木工程前沿(英文)》 2020年 第14卷 第5期   页码 1196-1214 doi: 10.1007/s11709-020-0662-z

摘要: Reinforced concrete (RC) slabs are characterized by reduced construction time, versatility, and easier space partitioning. Their structural behavior is not straightforward and, specifically, punching shear strength is a current research topic. In this study an experimental database of 113 RC slabs without shear reinforcement under punching loads was compiled using data available in the literature. A sensitivity analysis of the parameters involved in the punching shear strength assessment was conducted, which highlighted the importance of the flexural reinforcement that are not typically considered for punching shear strength. After a discussion of the current international standards, a new proposed model for punching shear strength and rotation of RC slabs without shear reinforcement was discussed. It was based on a simplified load-rotation curve and new failure criteria that takes into account the flexural reinforcement effects. This experimental database was used to validate the approaches of the current international standards as well as the new proposed model. The latter proved to be a potentially useful design tool.

关键词: punching shear strength     reinforced concrete     slabs     reinforcement ratio    

超高面板坝的关键技术问题

马洪琪,曹克明

《中国工程科学》 2007年 第9卷 第11期   页码 4-10

摘要:

总结了100 m级面板坝的技术要点,分析了200 m级超高面板坝建设出现的主要问题和原因,在2000年以后修建的超高面板坝主要经验的基础上,提出了300 m级面板坝需要研究的关键技术问题。

关键词: 混凝土面板堆石坝     超高坝     关键技术    

Effect of eccentricity in reinforced concrete beam-column-slab connection under cyclic loading

Rooh ULLAH, Amjad NASEER, Muhammad FAHIM, Mohammad ASHRAF, Eid BADSHAH

《结构与土木工程前沿(英文)》 2021年 第15卷 第2期   页码 390-398 doi: 10.1007/s11709-021-0690-3

摘要: Beam–column connections are one of the most critical elements of reinforced concrete structures, especially in seismically active regions, and have been extensively evaluated experimentally and numerically. However, very limited experimental studies about eccentric reinforced concrete connections including the effect of connected slabs are available. This study presents the experimental results of two half-scale eccentric beam-column-slab connections subjected to quasi-static cyclic loading. The horizontal eccentricity ( ) is maintained at 12.5% and 25% of column width ( ) for specimens 1 and 2, respectively. The damage pattern, performance levels, displacement ductility ( ), energy dissipation, and connection strength and stiffness are compared for both specimens, and the effect of eccentricity is evaluated. It is concluded that the eccentricity has no significant effect on the lateral load carrying capacity; however, the overall strength degradation increases with the increase in eccentricity. Similarly, the elastic stiffness of specimen 2 decreased by 14% as the eccentricity increased from 12.5% to 25%; however, the eccentricity had no significant effect on the overall stiffness degradation. decreased by 43%, and the energy dissipation capacity decreased by 40% in specimen 2 with higher eccentricity. The story drifts corresponding to the performance levels of the life safety (LS) and collapse prevention (CP) were found to be 28% lesser in specimen 2 than in specimen 1.

关键词: corner connection     eccentricity     strength degradation     stiffness degradation     energy dissipation     performance levels    

合龙段底板分层破坏抗裂设计方法研究

林海峰,张冬冬,赵启林

《中国工程科学》 2012年 第14卷 第5期   页码 106-112

摘要:

针对悬浇预应力混凝土箱梁桥合龙段底板在合龙索张拉过程中经常发生分层破坏的现象,介绍了混凝土多种破坏准则,并从理论上指出最大拉应力准则不适用于箱梁桥合龙段的底板抗裂设计,而应该采用双向应力状态下的混凝土强度破坏准则。选取多座典型破坏桥梁与未发生破坏桥梁为研究对象,建立了桥梁结构的三维实体有限元模型,得出合龙段底板预应力管道之间的竖向应力与纵向应力,进而利用不同混凝土破坏准则分别对典型桥梁的应力状态及安全性做了预测,并与桥梁实测结果进行了对比,证明了理论分析的正确性。研究结论可为同类桥梁的抗裂设计提供参考。

关键词: 桥梁工程     底板     有限元法     破坏准则     双向应力    

Influence of loading ratio on flat slab connections at elevated temperature: A numerical study

Rwayda Kh. S. AL-HAMD, Martin GILLIE, Safaa Adnan MOHAMAD, Lee S. CUNNINGHAM

《结构与土木工程前沿(英文)》 2020年 第14卷 第3期   页码 664-674 doi: 10.1007/s11709-020-0620-9

摘要: For reinforced concrete members subjected to high temperature, the degree of in-service loading, commonly expressed as the loading ratio, can be highly influential on the structural behavior. In particular, the loading ratio may be pivotal in relation to the phenomenon of load-induced thermal strain. Despite its potentially pivotal role, to date, the influence of the loading ratio on both material and structural behavior has not been explored in detail. In practice, real structures experience variation in imposed loading during their service life and it is important to understand the likely response at elevated temperatures across the loading envelope. In this paper, the effect of the loading ratio is numerically investigated at both material and structural level using a validated finite element model. The model incorporates a proposed constitutive model accounting for load-induced thermal strain and this is shown to outperform the existing Eurocode 2 model in terms of accuracy. Using the validated model, the specific case of flats slabs and the associated connections to supporting columns at various loading ratios are explored. For the cases examined, a marked difference in the structural behavior including displacement direction was captured from low to high loading ratios consistent with experimental observations.

关键词: concrete     finite elements     fire     load-induced thermal strain     punching shear    

Applying the spectral stochastic finite element method in multiple-random field RC structures

Abbas YAZDANI

《结构与土木工程前沿(英文)》 2022年 第16卷 第4期   页码 434-447 doi: 10.1007/s11709-022-0820-6

摘要: This paper uses the spectral stochastic finite element method (SSFEM) for analyzing reinforced concrete (RC) beam/slab problems. In doing so, it presents a new framework to study how the correlation length of a random field (RF) with uncertain parameters will affect modeling uncertainties and reliability evaluations. It considers: 1) different correlation lengths for uncertainty parameters, and 2) dead and live loads as well as the elasticity moduli of concrete and steel as a multi-dimensional RF in concrete structures. To show the SSFEM’s efficiency in the study of concrete structures and to evaluate the sensitivity of the correlation length effects in evaluating the reliability, two examples of RC beams and slabs have been investigated. According to the results, the RF correlation length is effective in modeling uncertainties and evaluating reliabilities; the longer the correlation length, the greater the dispersion range of the structure response and the higher the failure probability.

关键词: uncertainty     spectral stochastic finite element method     correlation length     reliability assessment     reinforced concrete beam/slab    

薄板坯连铸连轧铁素体+珠光体类型钢的强化与软化

傅杰,吴华杰,刘阳春

《中国工程科学》 2008年 第10卷 第4期   页码 65-72

摘要:

根据钢的综合强化理论,控制A1附近温度下钢中碳的析出,研究了HSLC钢的强化与软化问题。结果表明:薄板坯连铸连轧HSLC钢,强度还可进一步提高;通过回火缓冷,薄板坯连铸连轧HSLC钢ZJ330的σs从344 MPa降至225 MPa,能满足冷轧基板要求。讨论了有关铁素体轧制、超细晶粒钢以及一种可能的新型建筑材料等问题。

关键词: HSLC钢     强化     软化     冷轧基板     超级钢    

连续铸钢前沿技术的工程化

干勇

《中国工程科学》 2002年 第4卷 第9期   页码 12-18

摘要:

论述了具有我国自主知识产权的高效连铸和薄板坯连铸工程化关键技术的特点;介绍了连续铸钢领域轻压下、液压非正弦振动、电磁连铸等前沿技术的开发现状;阐述了传统连铸技术超高效率、高品质化及近终形连铸、电磁连铸开发的研发方向。

关键词: 连续铸钢     高效连铸     薄板坯连铸     轻压下     电磁连铸    

Punching shear behavior of recycled aggregate concrete slabs with and without steel fibres

Jianzhuang XIAO, Wan WANG, Zhengjiu ZHOU, Mathews M. TAWANA

《结构与土木工程前沿(英文)》 2019年 第13卷 第3期   页码 725-740 doi: 10.1007/s11709-018-0510-6

摘要: A study on the punching shear behavior of 8 slabs with recycled aggregate concrete (RAC) was carried out. The two main factors considered were the recycled coarse aggregate (RCA) replacement percentage and the steel fibre volumetric ratio. The failure pattern, load-displacement curves, energy consumption and the punching shear capacity of the slabs were intensively investigated. It was concluded that the punching shear capacity, ductility and energy consumption decreased with the increase of RCA replacement percentage. Research findings indicated that the incorporation of steel fibres could not only improve the energy dissipation capacity and the punching shear capacity of the slab, but also effectively improve the integrity of the slab tension surface and thereby changing the trend from typical punching failure pattern to bending-punching failure pattern. On the basis of the test, the punching shear capacity formula of RAC slabs with and without steel fibres was proposed and discussed.

关键词: recycled aggregate concrete     steel fibres     slab     punching shear     recycled coarse aggregates replacement percentage    

In-plane transversal normal stresses in the concrete face of CFRD induced by the first-dam reservoir filling

Neftalí SARMIENTO-SOLANO, Miguel P. ROMO

《结构与土木工程前沿(英文)》 2018年 第12卷 第1期   页码 81-91 doi: 10.1007/s11709-016-0378-2

摘要: To evaluate the effects of dam height, valley narrowness and width of concrete slabs on the first-dam reservoir filling in-plane transversal normal stresses in the concrete face of CFRD´s, 3D finite difference analyses were carried out. Behavior of rockfill dams considered in this study was defined from the monitoring of a number of 3D sets of pressure cells and extensometers installed in three large dams in Mexico. The 3D analyses results show that high in-plane transversal compressive stresses develop within the concrete panels located in the central concrete face zone upon dam reservoir filling loading. Likewise, in-plane induced tensile transversal stresses in the zones near the abutments increase the potential of slabs cracking and damaging the waterstops in-between the vertical and perimetral joints. From the results of the 3D finite difference analyses, a simple method to estimate in-plane normal stresses in the concrete face is advanced and through comparisons with the results of a 3D case numerical study, its accuracy assessed.

关键词: concrete face     CFR dams     reservoir filling     slab in-plane stresses    

步行激励下大跨度钢-混凝土空心板组合梁振动舒适度研究 Article

刘界鹏, 黄鉥, 李江, Y. Frank Chen

《工程(英文)》 2022年 第19卷 第12期   页码 93-104 doi: 10.1016/j.eng.2021.04.025

摘要:

大跨度预制钢-混凝土空心板组合梁(CBHCS)是一种新型的楼板结构,可用于各种大跨度结构。然而,人为引起的振动会对此类结构的使用产生影响。为了减轻振动,需要探究由人引起的步行力与楼板状态之间的关系。本文首先使用测力板获取了25 名测试者的150 个步行力,确定了单步行走的傅里叶级数中的动态载荷系数和相位角。其次,对7 个CBHCS试样进行了行走测试,获取了模态振型、固有频率、阻尼比和加速度等基本动态特性。CBHCS楼板系统通常表现出高频(>10 Hz)和低阻尼(阻尼比低于2%)的特性。本文还使用有限元方法进行了灵敏度研究,以研究CBHCS楼板系统的振动性能,考虑了楼板厚度、
钢梁类型、接触时间和人体重量。最后,本文推导了基频和峰值加速度的解析表达式,与实验结果吻合较好,具有实际的应用价值。

关键词: 组合梁     空心板     步行力     楼板振动     模态振型    

日本桥梁和建筑结构监测的研究与实施综述 Review

Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani

《工程(英文)》 2019年 第5卷 第6期   页码 1093-1119 doi: 10.1016/j.eng.2019.09.006

摘要:

本文对日本建筑结构监测技术的发展进行了综述,重点介绍了监测系统的类型、策略和开发利用。本文主要对基于振动技术的桥梁和建筑结构进行了介绍。日本的建筑结构监测系统历来都是以评估建筑结构对极端事件的响应程度为目标的。在建筑结构监测技术的开发中,监测系统和所收集到的数据被用来验证设计假设、更新技术参数并优化振动控制系统的性能。本文对大跨度桥梁和高层建筑的设计验证、建筑物和桥梁的隔震系统性能、建筑结构改造和加固验证、结构控制系统验证(被动式、半主动式和主动式)、结构评估和损伤检测进行了研究。近年来,监测系统的应用范围被逐步扩大,监测数据的充分利用使得风险和资产管理趋于合理化,从而进一步提升了监测系统的高效运作和有效维护。本文还从对日本桥梁和建筑结构监测案例研究中总结了一些经验教训和反馈意见。

关键词: 建筑结构监测     大跨度桥梁     高层建筑     地震监测     风振响应     路面及桥面板监测     建筑结构控制监测     建筑结构评估    

标题 作者 时间 类型 操作

Seismic tests of post-tensioned self-centering building frames with column and slab restraints

Chung-Che CHOU, Jun-Hen CHEN

期刊论文

Punching of reinforced concrete slab without shear reinforcement: Standard models and new proposal

Luisa PANI, Flavio STOCHINO

期刊论文

超高面板坝的关键技术问题

马洪琪,曹克明

期刊论文

Effect of eccentricity in reinforced concrete beam-column-slab connection under cyclic loading

Rooh ULLAH, Amjad NASEER, Muhammad FAHIM, Mohammad ASHRAF, Eid BADSHAH

期刊论文

合龙段底板分层破坏抗裂设计方法研究

林海峰,张冬冬,赵启林

期刊论文

Influence of loading ratio on flat slab connections at elevated temperature: A numerical study

Rwayda Kh. S. AL-HAMD, Martin GILLIE, Safaa Adnan MOHAMAD, Lee S. CUNNINGHAM

期刊论文

Applying the spectral stochastic finite element method in multiple-random field RC structures

Abbas YAZDANI

期刊论文

薄板坯连铸连轧铁素体+珠光体类型钢的强化与软化

傅杰,吴华杰,刘阳春

期刊论文

连续铸钢前沿技术的工程化

干勇

期刊论文

Punching shear behavior of recycled aggregate concrete slabs with and without steel fibres

Jianzhuang XIAO, Wan WANG, Zhengjiu ZHOU, Mathews M. TAWANA

期刊论文

In-plane transversal normal stresses in the concrete face of CFRD induced by the first-dam reservoir filling

Neftalí SARMIENTO-SOLANO, Miguel P. ROMO

期刊论文

步行激励下大跨度钢-混凝土空心板组合梁振动舒适度研究

刘界鹏, 黄鉥, 李江, Y. Frank Chen

期刊论文

日本桥梁和建筑结构监测的研究与实施综述

Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani

期刊论文