標(biāo)題: Titlebook: Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering; A Tribute to the Res Gian Paolo Cimella [打印本頁(yè)] 作者: Localized 時(shí)間: 2025-3-21 19:22
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering影響因子(影響力)
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering影響因子(影響力)學(xué)科排名
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering網(wǎng)絡(luò)公開度
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering被引頻次
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering被引頻次學(xué)科排名
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering年度引用
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering年度引用學(xué)科排名
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering讀者反饋
書目名稱Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering讀者反饋學(xué)科排名
作者: Hippocampus 時(shí)間: 2025-3-21 22:08
https://doi.org/10.1007/978-3-531-91583-8s stiffness degradation, strength deterioration and pinching or bond-slip effects. Solution modules for nonlinear static, monotonic, quasi-static cyclic and transient seismic loads were implemented. The final response quantities are expressed in terms of damage indices that provide engineers with a 作者: lacrimal-gland 時(shí)間: 2025-3-22 03:55
https://doi.org/10.1007/978-3-663-07324-6rmulation. Every element is described independently. The rigid body modes are removed by using a corotated coordinate system. Within the deformed shape, the element can undergo large rotations and large strains, which are evaluated respect to the corotated origin. The structural problem is solved in作者: abysmal 時(shí)間: 2025-3-22 08:04 作者: minion 時(shí)間: 2025-3-22 11:23 作者: Postmenopause 時(shí)間: 2025-3-22 16:52 作者: Postmenopause 時(shí)間: 2025-3-22 20:42 作者: sultry 時(shí)間: 2025-3-22 21:42
,Mi?brauch von Dopingmitteln und Diuretika, analyze these methods, showing advantages and limitations. Finally, a new method is proposed to evaluate economic resilience which is based on equilibrium growth models and compared with other approaches on a specific case study: the San Francisco Bay Area.作者: 語(yǔ)言學(xué) 時(shí)間: 2025-3-23 02:08
H. K?ferstein,M. Staak,G. Sticht The truss system of the supplemental damping took the majority of the inertial forces, realising the structure from these forces and reducing its overall response. For example, the mean reduction of the maximum interstory drifts and maximum story rotations were 46?% and 65?%, respectively. This sho作者: photophobia 時(shí)間: 2025-3-23 07:09 作者: fodlder 時(shí)間: 2025-3-23 13:35
3D BASIS Origins, Novel Developments and Its Impact in Real Projects Around the Worldlenge that is compounded when biaxial-friction is modeled, wherein even the traditional method of using Gear’s method to solve stiff differential equations breaks down—a problem that was vexing the research team at University at Buffalo trying to solve the problem at that time. The answer was the de作者: oncologist 時(shí)間: 2025-3-23 15:00
The Genesis of IDARC and Advances in Macromodeling for Nonlinear Analysis of RC Structuress stiffness degradation, strength deterioration and pinching or bond-slip effects. Solution modules for nonlinear static, monotonic, quasi-static cyclic and transient seismic loads were implemented. The final response quantities are expressed in terms of damage indices that provide engineers with a 作者: 小淡水魚 時(shí)間: 2025-3-23 19:21 作者: PALL 時(shí)間: 2025-3-23 23:47
Simplified Seismic Evaluation of Structures Using Adaptive Pushover Analysisnging from elastic to full failure mechanism are considered. Then these demands are compared to the lateral story capacities as determined from an independent adaptive pushover analysis, where the distribution of lateral forces is based on stiffness dependent story shear demands. The adaptive pushov作者: 痛恨 時(shí)間: 2025-3-24 05:47
Evaluation of the Seismic Capacity of Nonstructural Componentss an interstorey drift equal to 0.5?% for a frequent earthquake, according to Eurocode 8 prescriptions. Three possible damage states are considered in the study and correlated to an engineering demand parameter, i.e. the interstorey drift ratio, through the use of a damage scheme. Extensive tests sh作者: octogenarian 時(shí)間: 2025-3-24 07:25
Reference Quantities and Values for a Possible Interpretation of the Data Acquired from Monitoring Son of the state of the structure. Exploiting the properties of periodic functions, one may identify these reference quantities, which are based on the year and the day variability and allow to monitor the evolution of the phenomena under observation. These reference quantities may be collected in a 作者: corpuscle 時(shí)間: 2025-3-24 11:33
A Versatile Hybrid Testing System and Its Application in Developing Hybrid Simulation Methods for NEynamic substructure testing as well as force-based real time dynamic hybrid testing. The benchmark scale testing system at LESS is particularly suitable for development of hybrid simulation techniques and earthquake engineering education and outreach activities. The development of this testing syste作者: 侵略者 時(shí)間: 2025-3-24 16:51
Modelling Economic Dimension of Community Resilience analyze these methods, showing advantages and limitations. Finally, a new method is proposed to evaluate economic resilience which is based on equilibrium growth models and compared with other approaches on a specific case study: the San Francisco Bay Area.作者: 天賦 時(shí)間: 2025-3-24 21:40
An Energy-Based Method for Designing the Supplemental Damping of Inelastic Structures The truss system of the supplemental damping took the majority of the inertial forces, realising the structure from these forces and reducing its overall response. For example, the mean reduction of the maximum interstory drifts and maximum story rotations were 46?% and 65?%, respectively. This sho作者: browbeat 時(shí)間: 2025-3-25 02:37
1573-6059 ere all investigated by Prof. Reinhorn throughout his career. The book provides the most recent advancements in these four different fields, including contributions coming from six different countries giving an international outlook to the topics.978-3-319-35533-7978-3-319-06394-2Series ISSN 1573-6059 Series E-ISSN 1872-4671 作者: Offensive 時(shí)間: 2025-3-25 03:23 作者: consent 時(shí)間: 2025-3-25 09:39 作者: indecipherable 時(shí)間: 2025-3-25 11:54
Introduction to Resilience-Based Design (RBD)k will enable the development of geospatial and temporal decision-support software tools that help planners and other key decision makers and stakeholders to assess and enhance the resilience of their communities.作者: 有助于 時(shí)間: 2025-3-25 19:22 作者: Canary 時(shí)間: 2025-3-25 22:52 作者: 辯論 時(shí)間: 2025-3-26 00:34 作者: 奇怪 時(shí)間: 2025-3-26 06:37 作者: 思想靈活 時(shí)間: 2025-3-26 11:48
Book 2015ected to earthquake engineering starting from computational methods, hybrid testing and control, resilience and seismic protection which have been the main research topics in the field of earthquake engineering in the last 30 years. These were all investigated by Prof. Reinhorn throughout his career作者: Fibroid 時(shí)間: 2025-3-26 15:00 作者: Allure 時(shí)間: 2025-3-26 18:48 作者: overreach 時(shí)間: 2025-3-26 21:12 作者: diathermy 時(shí)間: 2025-3-27 01:24
https://doi.org/10.1007/978-3-319-06394-2Computational Methods in Earthquake Engineering; Experimental Methods in Earthquake Engineering; Hybri作者: 傲慢物 時(shí)間: 2025-3-27 05:29
978-3-319-35533-7Springer International Publishing Switzerland 2015作者: Glucose 時(shí)間: 2025-3-27 11:54 作者: staging 時(shí)間: 2025-3-27 15:45
,Suchtverst?ndnis und Suchttherapie,lysis of three-dimensional base isolated structures, particularly in solving the highly nonlinear bidirectional stick-slip hysteretic response of a collection of sliding isolation bearings and the resulting response of the superstructure, as this was not available at that time. The primary challenge作者: 關(guān)節(jié)炎 時(shí)間: 2025-3-27 18:48 作者: Protein 時(shí)間: 2025-3-28 01:32 作者: 使痛苦 時(shí)間: 2025-3-28 03:54
https://doi.org/10.1007/978-3-663-07324-6 lateral force, a 3 stories frame is expected to behave as follows: after the 1st floor braces buckle, the zipper column transmits the unbalance vertical force to the 2nd story, forcing them to buckle. The new unbalanced vertical force is then transmitted to the third story, which is designed to rem作者: Heterodoxy 時(shí)間: 2025-3-28 06:54
https://doi.org/10.1007/978-3-658-37382-5ed by Bracci et al. (ASCE J Struct Eng 123(1):3–10, 1997). The procedure is derived from the well-known Capacity Spectrum Method (Freeman, Prediction of response of concrete buildings to severe earthquake motion. In: Douglas McHenry international symposium on concrete and concrete structures, SP-55.作者: 吹牛需要藝術(shù) 時(shí)間: 2025-3-28 14:17
https://doi.org/10.1007/978-3-658-37382-5 past few years at the Department of Structures for Engineering and Architecture, University of Naples Federico II on this topic. The seismic qualification of continuous ceiling systems, plasterboard and brick internal partitions via shake table tests is described in the paper. The test campaign on 作者: Odyssey 時(shí)間: 2025-3-28 15:27
Internistische Aspekte des Alkoholismus,s of non-destructive methods has made structural monitoring ever more widespread in the diagnosis and control of historic buildings. The aim of this study is to introduce a standardized approach for the analysis of the data acquired from a monitoring system of historic buildings. This approach is ba作者: Emg827 時(shí)間: 2025-3-28 21:35
Physiotherapie im Anton Proksch-Institut,mance of civil structural systems. Thus, instead of constructing a full sized structural specimen, hybrid simulation allows researchers to build a complex experimental substructure tested experimentally while the relatively simple part of the structure is numerically simulated to economically obtain作者: adumbrate 時(shí)間: 2025-3-29 01:07 作者: ADORN 時(shí)間: 2025-3-29 05:59 作者: Audiometry 時(shí)間: 2025-3-29 09:45 作者: Motilin 時(shí)間: 2025-3-29 12:42
https://doi.org/10.1007/978-3-662-10134-6however, focused on frame buildings. This chapter is based on (Lavan, Earthq Eng Struct Dyn 41(12):1673–1692) and discusses the possibilities of using energy dissipation devices, or more specifically viscous dampers, in wall structures to result in viscously coupled shear walls (VCSWs). In turn, ins作者: finite 時(shí)間: 2025-3-29 16:00
H. K?ferstein,M. Staak,G. Stichtergy dissipated per cycle by the structure and by the supplemental damping. The objective is to reduce the amplitude of the hysteretic cycles by adding the required amount of damping, so that the supplemental damping dissipates a large portion of the hysteretic energy with the reduced amplitude of v作者: nepotism 時(shí)間: 2025-3-29 23:40
Introduction, that he has inspired in other researchers from all over the world. Most of his research topics overlap each other, and a clear separation between them is quite difficult to be achieved, however we tried to organize the book in five main research sections:作者: 過(guò)濾 時(shí)間: 2025-3-30 00:39 作者: Allodynia 時(shí)間: 2025-3-30 07:06
https://doi.org/10.1007/978-3-531-90214-2 that he has inspired in other researchers from all over the world. Most of his research topics overlap each other, and a clear separation between them is quite difficult to be achieved, however we tried to organize the book in five main research sections:作者: 笨重 時(shí)間: 2025-3-30 12:07 作者: GIDDY 時(shí)間: 2025-3-30 14:41
Geotechnical, Geological and Earthquake Engineeringhttp://image.papertrans.cn/c/image/232806.jpg作者: Absenteeism 時(shí)間: 2025-3-30 17:55
