Improving integrity of RC beam-column joints with deficient beam rebar anchorage     

Syafri Wardi  Yasushi Sanada  Nandita Saha  Susumu Takahashi 《地震工程与结构动力学》2020,49(3):234-260

In recent earthquakes in developing countries, severe damage was observed on reinforced concrete buildings. This study focuses on exterior beam-column joints with substandard beam rebar anchorage and seismic strengthening by installing wing walls. First, a series of experiments was conducted to investigate the seismic behavior of exterior joints with substandard beam rebar anchorage representing typical Bangladeshi buildings. Two 0.7-scaled exterior joint specimens were tested, and these specimens showed beam rebar anchorage failure and/or joint shear failure. Prior to strengthening of the joint, a series of pullout tests was conducted on postinstalled bonded anchors in low-strength concrete for strengthening design. Then, an experiment was performed to apply the strengthening method by wing walls to one of the exterior joint specimens to improve the integrity, and this method was intended to prevent the failure of beam rebar anchorage. The strengthening method is proposed to extend the development length of beam longitudinal bars by considering the embedment length along the wing walls. The test results verified the effectiveness and applicability of the proposed strengthening method to upgrade exterior RC beam-column joints with deficient beam rebar anchorage.  相似文献   

Seismic performance of masonry walls retrofitted with steel reinforced grout          下载免费PDF全文

Stefano De Santis  Paolo Casadei  Gerardo De Canio  Gianmarco de Felice  Marialaura Malena  Marialuisa Mongelli  Ivan Roselli 《地震工程与结构动力学》2016,45(2):229-251

An innovative solution for the seismic protection of existing masonry structures is proposed and investigated through shake table tests on a natural scale wall assemblage. After a former test series carried out without reinforcement, the specimen was retrofitted using Steel Reinforced Grout. The strengthening system comprises horizontal strips of ultra‐high strength steel cords, externally bonded to the masonry with hydraulic lime mortar, and connectors to transversal walls, applied within the thickness of the plaster layer. In order to assess the seismic performance of the retrofitted wall, natural accelerograms were applied with increasing intensity up to failure. Test results provide a deep understanding of the effectiveness of mortar‐based composites for improving the out‐of‐plane seismic capacity of masonry walls, in comparison with traditional reinforcements with steel tie‐bars. The structural implications of the proposed solution in terms of dynamic properties and damage development under earthquake loads are also discussed.Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

准东石油基地幼儿园抗震鉴定与加固     

孙静  谭明  王本华 《内陆地震》2014,28(3):219-226

结合准东石油基地幼儿园的抗震鉴定与加固实例,在对原结构抗震措施鉴定和分析验算的基础上,介绍了房屋结构薄弱部位的加固做法。对类似项目的结构加固有一定的参考价值。  相似文献   

天津市典型老旧民居抗震能力分析     

姚新强  陈宇坤  杨绪连  高武平 《震灾防御技术》2014,9(2):280-288

本文对天津市典型老旧民居进行了抗震能力分析,介绍了它们的结构形式,抗震性能。并根据相应的规范和标准,对其中一幢民居楼进行了抗震能力分析和鉴定。研究表明,在遭受Ⅶ度小震时,顶层中等破坏;Ⅷ度中震时,顶层严重破坏;Ⅸ度大震时,顶层倒塌。建议尽快进行抗震加固。本文指出了抗震薄弱环节,并给出了抗震加固措施。本文可为天津市典型老旧民居的抗震加固提供科学依据和技术支持。  相似文献   

某外海工程超长大直径钢管桩变形原因简析与加强方案研究     

徐定山  梁胜发  乐治齐 《海洋工程》2012,30(2):136-142

某外海工程在沉设超长大直径钢管桩施工过程中,发生钢管桩在海床泥面附近严重变形的情况。通过对本工程超长大直径钢管桩产生变形的可能性原因进行分析,同时对其变形处局部加强处理方案进行一系列的研究论证,并对加强处理方案进行比选优化后,最后采用一可靠的加强处理方案。为类似工程避免发生此类质量事故和钢管桩局部变形水下加强处理提供参考。  相似文献   

碰撞条件下高弹模CFRP加固自升式平台桩腿性能分析     

李红明  韩纯强  王珂 《海洋工程》2012,30(3):105-111

由于腐蚀、海生物附着等因素导致老龄化海洋平台在与船舶碰撞的事故作用下,桩腿变形加大,降低了承载性能。为减少碰撞对桩腿的损伤,提高其耐撞性能,提出了利用吸收能力较强的高弹模CFRP材料加固平台桩腿的方法。以某自升式海洋平台桩腿为例,利用有限元法建立简化的碰撞模型,通过在局部损伤部位粘贴高弹模CFRP材料来提高桩腿的耐撞性能,验证高弹模CFRP加固方法,提高其耐撞性能的有效性。研究表明,相同的碰撞条件下,加固前碰撞力使桩腿产生了接近屈服强度的应力;粘贴2层CFRP布后,桩腿吸能下降56.3%,极值应力下降了14.7%;粘贴CFRP板后,桩腿吸能下降70.68%,桩腿的极值应力下降57.36%。  相似文献   

Quantifying Water Pollution Sources in a Small Tile‐drained Agricultural Watershed          下载免费PDF全文

Petr Fučík  Tomáš Hejduk  Jana Peterková 《洁净——土壤、空气、水》2015,43(5):698-709

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Estimating longitudinal dispersion in rivers using Acoustic Doppler Current Profilers     

Chaopeng Shen  Jie Niu  Eric J. Anderson  Mantha S. Phanikumar 《Advances in water resources》2010

The longitudinal dispersion coefficient (D) is an important parameter needed to describe the transport of solutes in rivers and streams. The dispersion coefficient is generally estimated from tracer studies but the method can be expensive and time consuming, especially for large rivers. A number of empirical relations are available to estimate the dispersion coefficient; however, these relations are known to produce estimates within an order of magnitude of the tracer value. The focus of this paper is on using the shear-flow dispersion theory to directly estimate the dispersion coefficient from velocity measurements obtained using an Acoustic Doppler Current Profiler (ADCP). Using tracer and hydrodynamic data collected within the same river reaches, we examined conditions under which the ADCP and tracer methods produced similar results. Since dead zones / transient storage (TS) are known to influence the dispersion coefficient, we assessed the relative importance of dead zones in different stream reaches using two tracer-based approaches: (1) TS modeling which explicitly accounts for dead zones and (2) the advection–dispersion equation (ADE) which does not have separate terms for dead zones. Dispersion coefficients based on the ADE tend to be relatively high as they describe some of the effects of dead zones as well. Results based on the ADCP method were found to be in good agreement with the ADE estimates indicating that storage zones play an important role in the estimated dispersion coefficients, especially at high flows. For the river sites examined in this paper, the tracer estimates of dispersion were close to the median values of the ADCP estimates obtained from multiple datasets within a reach. The ADCP method appears to be an excellent alternative to the traditional tracer-based method if care is taken to avoid spurious data and multiple datasets are used to compute a distance-weighted average or other appropriate measure that represents reach-averaged conditions.  相似文献   

河道再生水利用安全问题     

杨庆  林健  崔瑜  杨巧凤 《城市地质》2012,7(1):1-3

2010年《永定河绿色生态走廊建设规划》拟利用北京城市段的门城湖、莲石湖、晓月湖和宛平湖,采用＂生态补水型＂的治理模式,建成1500km2的生态走廊,新增水面1000ha,绿化面积9000ha,每年回补地下水1亿m3,发挥再生水的＂生态功能＂。本文构建三个不同水文地质单元的溶质运移数值模型,模拟预测了河道利用再生水对周边地下水的影响。  相似文献   

Divergence of solutions to perturbation-based advection-dispersion moment equations     

Kenneth D. Jarman  Alexandre M. Tartakovsky 《Advances in water resources》2011,34(5):659-670

Moment equation methods are popular and powerful tools for modeling transport processes in randomly heterogeneous porous media, but the application of these methods to advection-dispersion equations often leads to erroneous oscillations. Perturbative methods, required to close systems of moment equations, become inaccurate for large perturbations; however, little quantitative theory exists for determining when this occurs for advection-dispersion equations. We consider three different methods (asymptotic approximation, Eulerian truncation, and iterative solution) for closing and solving advection-dispersion moment equations describing transport in stratified porous media with random permeability. We obtain approximate analytical expressions for time above which the asymptotic approximation to the mean diverges, in particular quantifying the impact that dispersion has on delaying—but not eliminating—divergence. We demonstrate that Eulerian truncation and iterative solution methods do not eliminate divergent behavior either. Our divergence criteria provide a priori estimates that signal a warning to the practitioner of stochastic advection-dispersion equations to carefully consider whether to apply perturbative approaches.  相似文献