作者: 燈泡 時(shí)間: 2025-3-21 22:06
Amadeo Benavent-Climent,Fabrizio MollaioliPresents selected papers from the 1st International Workshop on Energy-Based Seismic Engineering (IWEBSE), held in Madrid, Spain, on May 24-26, 2021.Showcases significant advances regarding energy-bas作者: 偏狂癥 時(shí)間: 2025-3-22 00:31 作者: 遭遇 時(shí)間: 2025-3-22 05:59 作者: epicondylitis 時(shí)間: 2025-3-22 12:15
https://doi.org/10.1007/978-981-13-9326-6ienced multiple shocks is, in general, more severe at the end of the sequence than after the mainshock is even more apparent and better documented. However, analytical studies still struggle in providing realistic estimates of how the damage progresses during a sequence of shocks. Predicting damage 作者: 容易生皺紋 時(shí)間: 2025-3-22 13:52 作者: 容易生皺紋 時(shí)間: 2025-3-22 18:23 作者: 愛社交 時(shí)間: 2025-3-23 00:39 作者: 引起痛苦 時(shí)間: 2025-3-23 02:50
Physical Manufacturing Processes, seismic design codes since it accounts for duration, frequency content and pulse-type of the ground motion. Cumulative damage potential of the earthquake excitation is also taken into consideration by this approach. In order to obtain a satisfactory design, energy capacity of a structure should exc作者: 圍裙 時(shí)間: 2025-3-23 07:52 作者: 百科全書 時(shí)間: 2025-3-23 11:41 作者: Euphonious 時(shí)間: 2025-3-23 14:25
Omnipotence: Moving and Staying Power,ergy spectra is of great importance for the energy-based seismic design since the total energy input to structural systems can be practically obtained by means of these graphs. The main purpose of the present study is to investigate the influence of post-yield stiffness ratio and ductility demand on作者: Noctambulant 時(shí)間: 2025-3-23 20:59 作者: 減少 時(shí)間: 2025-3-23 23:20 作者: Latency 時(shí)間: 2025-3-24 03:23
,Einleitung — wo finde ich was?,amage index is proposed based on the experimental data obtained from a series of tests conducted on different BRB specimens. In total 19 full-scale BRB specimens were manufactured with local industry and workforce, and tested. 14 BRB specimens were tested using a low-cycle loading protocol, and five作者: ARC 時(shí)間: 2025-3-24 08:16
Social Issues: Who Loves Global Retailers?,n demand after damper installation. The proposed methodology considers not only structural and dynamic characteristics of the main frame and dampers, but also input ground motion characteristics. For this purpose, five R/C building structures with 2, 4, 6, 8 and 10 stories were designed according to作者: Cubicle 時(shí)間: 2025-3-24 14:01
https://doi.org/10.1057/9781137412560 and more attractive to achieve high structural performances while reducing the use of building materials and thus cutting the total costs. In case of buildings under dynamic loads, displacement- and acceleration-based criteria are most commonly employed in topology optimization for preventing damag作者: Infraction 時(shí)間: 2025-3-24 16:59
https://doi.org/10.1007/978-3-031-39719-6-panel systems have a well-defined center of rotation, the resulting kinematic behavior is termed as coupled-panel (CP). In this paper, an iterative energy-based design (EBD) method is proposed for CLT shear walls based on energy balance established on their CP kinematic. Holz-Stahl-Komposit (HSK) c作者: 殘忍 時(shí)間: 2025-3-24 19:43 作者: INCUR 時(shí)間: 2025-3-25 01:44
Superplasticity of Titanium Alloys,etic energy demands of 3D reinforced concrete (R/C) buildings subjected to narrow-band motions. The selected vector-valued . are based on the spectral acceleration, pseudo-velocity, velocity and input energy at first mode of the structure as first component. As the second component, ground motion pa作者: 填料 時(shí)間: 2025-3-25 06:45
https://doi.org/10.1007/978-3-7091-9521-5smic design. Earthquake response analysis is a useful tool for establishing and calibrating a design method. The reliability of the design method depends largely on the reliability of the analysis. The reliability of the analysis result improves according with the accuracy of the hysteresis model ap作者: 來這真柔軟 時(shí)間: 2025-3-25 08:55
978-3-030-73934-8The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: deceive 時(shí)間: 2025-3-25 15:30
Energy-Based Seismic Engineering978-3-030-73932-4Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Type-1-Diabetes 時(shí)間: 2025-3-25 17:29 作者: 有法律效應(yīng) 時(shí)間: 2025-3-25 22:53 作者: Arable 時(shí)間: 2025-3-26 02:10
Energy Dissipation Capacity of RC Columns Subjected to Dynamic Biaxial Seismic Loadings on a Shake e main parameter for verification. The gap in knowledge about the energy dissipation capacity of structural members is considerable, particularly for reinforced concrete (RC) structural elements. In this study, the energy dissipation capacity of three RC columns subjected to dynamic seismic loadings作者: 缺陷 時(shí)間: 2025-3-26 06:39 作者: amyloid 時(shí)間: 2025-3-26 09:18
Reinforced Concrete Columns: Insight on Energy-Based Assessment from Biaxial Tests with Different Lhear modes under five different load paths are used to discuss whether an energy-based failure criterion would be advantageous with respect to a deformation-based one. Based on the limited evidence of these 18 tests it appears that the relation between energy and damage, compared to that of drift ra作者: 接觸 時(shí)間: 2025-3-26 13:18
Evaluation of Different Approaches to Estimate Seismic Input Energy and Top Displacement Demand of seismic design codes since it accounts for duration, frequency content and pulse-type of the ground motion. Cumulative damage potential of the earthquake excitation is also taken into consideration by this approach. In order to obtain a satisfactory design, energy capacity of a structure should exc作者: Feature 時(shí)間: 2025-3-26 19:18
,NDSHA—A Reliable Modern Approach for Alternative Seismic Input Modelling, damage indicates that some of this energy was not duly dissipated by the structure. Realistic alternative time histories representation of seismic action is crucial for reliable assessment of the earthquake energy input, transmitted to the structures, as well as for relevant damage capacity of the 作者: 健壯 時(shí)間: 2025-3-27 00:12
A Review on Performance-Based Plastic Design Method: Concept and Recent Developments,e strength is derived corresponding to a target deformation level and a selected yield mechanism using the energy balance concept. The method directly accounts for inelastic behavior and considers the internal force distribution at the ultimate limit state by ensuring the formation of a pre-selected作者: configuration 時(shí)間: 2025-3-27 02:19 作者: Congruous 時(shí)間: 2025-3-27 07:08
Least-Square Effective Stiffness to be Used for Equivalent Linear Model,t cycle. Using an original approach, the stiffness parameter is derived by a least-square formula from the discrete input force-displacement point coordinates of the loop. The damping ratio is obtained in a classic manner from the quotient of absorbed and elastic energy. The obtained stiffness and d作者: 殺菌劑 時(shí)間: 2025-3-27 09:37
Key Points and Pending Issues in the Energy-Based Seismic Design Approach,g, it is overshadowed by the force-based design (FBD) approach, and its implementation in seismic codes is currently limited to structures with energy dissipation systems in Japan. The “Vision 2000” report on future design codes identified EBD as a most promising approach towards the paradigm of per作者: 欲望 時(shí)間: 2025-3-27 14:28 作者: JUST 時(shí)間: 2025-3-27 19:08
An Energy-Based Prediction of Deformation Demand on Low- to Mid-Rise R/C Buildings with Hysteretic n demand after damper installation. The proposed methodology considers not only structural and dynamic characteristics of the main frame and dampers, but also input ground motion characteristics. For this purpose, five R/C building structures with 2, 4, 6, 8 and 10 stories were designed according to作者: 克制 時(shí)間: 2025-3-28 01:42
Energy-Based Topology Optimization Under Stochastic Seismic Ground Motion: Preliminary Framework, and more attractive to achieve high structural performances while reducing the use of building materials and thus cutting the total costs. In case of buildings under dynamic loads, displacement- and acceleration-based criteria are most commonly employed in topology optimization for preventing damag作者: 尾隨 時(shí)間: 2025-3-28 02:26
Energy-Based Seismic Design Method for Coupled CLT Shear Walls,-panel systems have a well-defined center of rotation, the resulting kinematic behavior is termed as coupled-panel (CP). In this paper, an iterative energy-based design (EBD) method is proposed for CLT shear walls based on energy balance established on their CP kinematic. Holz-Stahl-Komposit (HSK) c作者: promote 時(shí)間: 2025-3-28 08:21 作者: dowagers-hump 時(shí)間: 2025-3-28 12:43
Vector-Valued Intensity Measures to Predict Peak and Hysteretic Energy Demands of 3D R/C Buildings,etic energy demands of 3D reinforced concrete (R/C) buildings subjected to narrow-band motions. The selected vector-valued . are based on the spectral acceleration, pseudo-velocity, velocity and input energy at first mode of the structure as first component. As the second component, ground motion pa作者: 富饒 時(shí)間: 2025-3-28 16:44
Evaluation of Earthquake Resistance of Steel Moment Resisting Frames,smic design. Earthquake response analysis is a useful tool for establishing and calibrating a design method. The reliability of the design method depends largely on the reliability of the analysis. The reliability of the analysis result improves according with the accuracy of the hysteresis model ap作者: conifer 時(shí)間: 2025-3-28 22:47 作者: –DOX 時(shí)間: 2025-3-29 00:49 作者: ACME 時(shí)間: 2025-3-29 04:27 作者: 造反,叛亂 時(shí)間: 2025-3-29 10:52
Evaluation of Different Approaches to Estimate Seismic Input Energy and Top Displacement Demand of of the system and input energy time series of earthquake ground motion on its equivalent SDOF systems. Using the determined seismic input energy per unit mass, δ. is predicted by literature equations. Effects of spectral matching on the success of seismic input energy and inelastic displacement dem作者: 征兵 時(shí)間: 2025-3-29 12:51
,NDSHA—A Reliable Modern Approach for Alternative Seismic Input Modelling,thquake (MCE), whose magnitude and focal mechanism is defined from regional seismic history and seismotectonics. This approach allows for a realistic description of the seismic ground motion due to an earthquake of given epicentral distance and magnitude at any point of interest within a given const作者: 鐵砧 時(shí)間: 2025-3-29 17:42
A Review on Performance-Based Plastic Design Method: Concept and Recent Developments, of the PBPD method. Key aspects of the PBPD method including the energy demand calculation, the force and member strength distribution to achieve uniform damage, and hysteretic consideration are reviewed and discussed. An example that illustrates the PBPD concept is provided. Finally, recent develo作者: Peculate 時(shí)間: 2025-3-29 22:04 作者: verdict 時(shí)間: 2025-3-30 00:34 作者: Bereavement 時(shí)間: 2025-3-30 05:39
A Damage Index for the Seismic Evaluation of Buckling-Restrained Braces,f the maximum core strain attained as well as the cumulative deformation effect. A qualification scale has been assigned to the proposed damage index as a tool for evaluating whether the BRB element should be replaced or left on site. Furthermore, a series of nonlinear dynamic analyses were carried 作者: dilute 時(shí)間: 2025-3-30 09:06
An Energy-Based Prediction of Deformation Demand on Low- to Mid-Rise R/C Buildings with Hysteretic cussion over the results of a three-dimension sample R/C frame building is presented. The predicted deformation demand obtained from the proposed methodology was compared with that obtained from the analysis. The methodology was shown to be useful for the preliminary assessment of the earthquake res作者: dithiolethione 時(shí)間: 2025-3-30 14:57 作者: arbiter 時(shí)間: 2025-3-30 17:49 作者: 單挑 時(shí)間: 2025-3-31 00:24
Energy-Based Design Process for Passive Control Structures Considering Torsional Effect,ve control structures. The proposed method is the prediction of seismic response of structures, which is obtained throughout a large number of nonlinear analysis. The yield strength distribution of dampers through the height of structure was found be vital parameter for energy dissipation. Therefore作者: 終止 時(shí)間: 2025-3-31 03:19 作者: 秘方藥 時(shí)間: 2025-3-31 05:22 作者: 知道 時(shí)間: 2025-3-31 12:38 作者: resistant 時(shí)間: 2025-3-31 13:23
N. J. Cotton,M. W. Raynor,K. D. Bartlenergy spectrum is taken from the previous study of the authors. Comprehensive NLTH analyses on selected frame systems are conducted on the pre-designed systems which consists of concentrated plastic hinges. Moment and rotation response time histories of the structural members are used in calculation
