作者: 原諒 時(shí)間: 2025-3-21 20:41 作者: 擔(dān)心 時(shí)間: 2025-3-22 03:24
https://doi.org/10.1007/978-3-322-90404-1ength, has also been studied. Masonry walls have been modeled using the concrete damage plasticity (CDP) model in the finite element software Abaqus. The results are obtained in terms of pushover curves. Further, the influence of spandrel lengths and depths on the damage pattern of the walls has also been examined.作者: condemn 時(shí)間: 2025-3-22 05:05 作者: intimate 時(shí)間: 2025-3-22 09:17 作者: SPURN 時(shí)間: 2025-3-22 14:46
Study on Spandrel-Pier Interaction in Masonry Walls,ength, has also been studied. Masonry walls have been modeled using the concrete damage plasticity (CDP) model in the finite element software Abaqus. The results are obtained in terms of pushover curves. Further, the influence of spandrel lengths and depths on the damage pattern of the walls has also been examined.作者: SPURN 時(shí)間: 2025-3-22 19:28
Conference proceedings 2023tures, energy dissipation demand on structural components, innovative structures with energy dissipation systems or seismic isolation, as well as seismic design and analysis. Selected by means of a rigorous peer-review process, they will spur novel research directions and foster future multidisciplinary collaborations..作者: Gyrate 時(shí)間: 2025-3-22 22:22
2366-2557 ergy-based seismic engineering.Written by leading experts in.This book gathers the latest advances, innovations, and applications in the field of seismic engineering, as presented by leading researchers and engineers at the 2nd International Workshop on Energy-Based Seismic Engineering (IWEBSE), hel作者: Desert 時(shí)間: 2025-3-23 03:29
Conference proceedings 2023ineers at the 2nd International Workshop on Energy-Based Seismic Engineering (IWEBSE), held in Porto, Portugal, on July 3–6, 2023. The book covers a diverse range of topics, including energy-based EDPs, damage potential of ground motion, structural modeling in energy-based damage assessment of struc作者: condemn 時(shí)間: 2025-3-23 06:53
Predicting the Distribution of Hysteretic Energy Demand in Frame Members, frame systems considered are code-designed frames conforming to capacity design principles where the formation of plastic hinges are permitted at member ends. Total hysteretic energy demand is obtained from attenuation relations developed for input energy, by employing response spectrum analysis. E作者: 種族被根除 時(shí)間: 2025-3-23 12:03
Equivalent Number of Cycles Formulation for a Base-Isolated Building,splacement within the predetermined limit and (ii) have a sufficient energy absorption capacity. The equivalent number of cycles is an important parameter that relates the hysteresis dissipated energy and the peak displacement of the dampers. The total input energy is a seismic intensity parameter t作者: decipher 時(shí)間: 2025-3-23 17:44
Demands and Capacities Prediction Equations of R/C Structures Based on Energy, soil. This zone represents a large urban area, where several reinforced concrete buildings are located, therefore, the use of advanced design methods such as energy-based design approaches is necessary. These are based on sizing the structures in order to supply it with an energy dissipation capaci作者: CAMEO 時(shí)間: 2025-3-23 21:50
Proposal of Design Energy Equivalent Velocity Spectrum Using Long-Period Ground Motion Records of M ground motions are primarily caused by large-scale earthquakes. When the duration of strong motion increases, the energy input to a building may increase. However, the acceleration response spectrum used in seismic design does not consider the duration of strong motion. On the contrary, the energy 作者: 無(wú)彈性 時(shí)間: 2025-3-23 23:03
Engineering Demand Parameters for Cumulative Damage Estimation in URM and RC Buildings,andard earthquake assessment framework that is based solely on mainshock seismicity. Even when clustered seismicity is considered, buildings are assumed to be in intact conditions once any event in the sequence happens. Simply put, damage accumulation is overlooked. Furthermore, even when the damage作者: 仲裁者 時(shí)間: 2025-3-24 03:36 作者: 虛情假意 時(shí)間: 2025-3-24 08:10
Relation Between Input Energy and Equivalent Monotonic Response Curve,ter called the energy factor, which is defined as the ratio of the energy required to push the structure under monotonic loading up to the maximum displacement due to ground motion to the elastic input energy. Single-degree-of-freedom systems were analyzed under selected ground motions. The input en作者: single 時(shí)間: 2025-3-24 14:19 作者: 食道 時(shí)間: 2025-3-24 18:19
Physics-Based Approach to Define Energy-Based Seismic Input: Application to Selected Sites in Centrkes, characterized not only in terms of magnitude, distance and faulting style, but also taking into account the complexity of the kinematic source rupturing process. Multi-scenario-based NDSHA (Neo-Deterministic Seismic Hazard Assessment) effectively accounts for the tensor nature of earthquake gro作者: murmur 時(shí)間: 2025-3-24 22:01 作者: Incommensurate 時(shí)間: 2025-3-25 02:23 作者: 填料 時(shí)間: 2025-3-25 04:05 作者: obsolete 時(shí)間: 2025-3-25 10:19
Reliability-Based Hysteretic Energy Spectra Using Modern Intensity Measures,gy uniform annual failure rate (UAFR) spectra are obtained via the advanced spectral shape-based intensity measure .. In order to obtain the new hysteretic energy spectra based on structural reliability, a set of 50 earthquake ground motions selected from soft soil of Mexico City, included the 1985 作者: Focus-Words 時(shí)間: 2025-3-25 15:32
A Displacement-Based Seismic Design Procedure with Local Damage Control, Dissipated Energy and Resi procedure is based on the assumption that the performance of a multi-degree of freedom non-linear system can be approximated from the performance of a single-degree-of-freedom reference system generally associated to the fundamental mode of the building. The behaviour curve of this system is constr作者: 的染料 時(shí)間: 2025-3-25 16:34 作者: ANTIC 時(shí)間: 2025-3-25 22:39 作者: 燈絲 時(shí)間: 2025-3-26 00:34 作者: 合乎習(xí)俗 時(shí)間: 2025-3-26 08:11 作者: 有害 時(shí)間: 2025-3-26 10:11
Study on Spandrel-Pier Interaction in Masonry Walls,ct the piers in actual masonry buildings, which may considerably affect their behavior. It has been observed during past earthquakes that spandrels are critical elements in masonry buildings, which must be carefully examined while analyzing the masonry walls. Past studies have shown that spandrel ge作者: 逃避現(xiàn)實(shí) 時(shí)間: 2025-3-26 16:21 作者: 真繁榮 時(shí)間: 2025-3-26 17:29 作者: Ganglion 時(shí)間: 2025-3-26 21:50 作者: deviate 時(shí)間: 2025-3-27 04:01
Britain and Britishness at the Crossroads, frame systems considered are code-designed frames conforming to capacity design principles where the formation of plastic hinges are permitted at member ends. Total hysteretic energy demand is obtained from attenuation relations developed for input energy, by employing response spectrum analysis. E作者: 縮減了 時(shí)間: 2025-3-27 08:52 作者: Graphite 時(shí)間: 2025-3-27 12:55 作者: 波動(dòng) 時(shí)間: 2025-3-27 17:23 作者: 因無(wú)茶而冷淡 時(shí)間: 2025-3-27 20:05 作者: puzzle 時(shí)間: 2025-3-28 01:30 作者: Lamina 時(shí)間: 2025-3-28 05:06
https://doi.org/10.1007/978-3-662-03992-2ter called the energy factor, which is defined as the ratio of the energy required to push the structure under monotonic loading up to the maximum displacement due to ground motion to the elastic input energy. Single-degree-of-freedom systems were analyzed under selected ground motions. The input en作者: embolus 時(shí)間: 2025-3-28 08:40 作者: Expurgate 時(shí)間: 2025-3-28 13:29 作者: Magnitude 時(shí)間: 2025-3-28 15:51 作者: conjunctivitis 時(shí)間: 2025-3-28 21:15 作者: nocturia 時(shí)間: 2025-3-29 02:22
Supervising Student Independence 2017 (Mw7.1) earthquake. However, some of the previous studies based their conclusions on results from nondegrading elastoplastic or only-stiffness degrading single-degree-of-freedom, SDOF, systems. Therefore, an examination of cumulative damage of buildings having degrading (i.e., stiffness-and-st作者: Melanoma 時(shí)間: 2025-3-29 03:45 作者: nonplus 時(shí)間: 2025-3-29 08:25
https://doi.org/10.1007/978-0-230-62943-1 procedure is based on the assumption that the performance of a multi-degree of freedom non-linear system can be approximated from the performance of a single-degree-of-freedom reference system generally associated to the fundamental mode of the building. The behaviour curve of this system is constr作者: 同義聯(lián)想法 時(shí)間: 2025-3-29 12:44
Modelltheoretische Vorbemerkungenantee acceptable level of resilience are when they are subject to design demands during their life cycle. To fulfil this goals and guarantee the seismic performance of structures by controlling the dissipation energy the use of fluid viscous dampers is an excellent design alternative. Most of the se作者: penance 時(shí)間: 2025-3-29 17:19 作者: Alienated 時(shí)間: 2025-3-29 20:00
https://doi.org/10.1007/978-3-663-11568-7of energy spectra is an effective tool in energy based seismic design (EBSD) methods, such as the use of design acceleration spectra in force-based and displacement-based methods. The obtention of input energy spectra offers an important advantage to determine the energy input to structures with the作者: 津貼 時(shí)間: 2025-3-30 01:45
,Einführung in die zweite Auflage,compared to traditional displacement-based methods. This is basically due to the possibility of accounting for maximum deformation and cumulative damage simultaneously. Unlike typical far-field ground motions, where the input energy is progressively accumulated over time, near-fault records often im作者: 輕快來(lái)事 時(shí)間: 2025-3-30 06:40
https://doi.org/10.1007/978-3-322-90404-1ct the piers in actual masonry buildings, which may considerably affect their behavior. It has been observed during past earthquakes that spandrels are critical elements in masonry buildings, which must be carefully examined while analyzing the masonry walls. Past studies have shown that spandrel ge作者: Commonwealth 時(shí)間: 2025-3-30 12:09
Humberto Varum,Amadeo Benavent-Climent,Fabrizio MoPresents selected papers from the 2nd International Workshop on Energy-Based Seismic Engineering.Showcases significant advances regarding energy-based seismic engineering.Written by leading experts in作者: FEMUR 時(shí)間: 2025-3-30 15:40 作者: 明確 時(shí)間: 2025-3-30 18:32
2366-2557 gy dissipation systems or seismic isolation, as well as seismic design and analysis. Selected by means of a rigorous peer-review process, they will spur novel research directions and foster future multidisciplinary collaborations..978-3-031-36564-5978-3-031-36562-1Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 安裝 時(shí)間: 2025-3-30 21:08 作者: frivolous 時(shí)間: 2025-3-31 01:35 作者: 懶鬼才會(huì)衰弱 時(shí)間: 2025-3-31 07:54
Warum superschwache Beziehungen?,ction equations are formulated. The second part consists of the proposal of a procedure to calculate the cyclic and energy dissipation capacity of reinforced concrete elements. Therefore, equations and a simple method based on the Park and Ang damage index was developed. Figures of cyclic and energy作者: Scintillations 時(shí)間: 2025-3-31 12:40 作者: 作嘔 時(shí)間: 2025-3-31 14:22
Supersymmetric Gravity and Black Holesapture the evolution of damage in cases when the ground motions caused by aftershocks may cause a lower demand in the already damaged structure. This work explores a method for measuring cumulative damage effects on structural members that considers both drift and energy-related terms via a modified作者: 圓柱 時(shí)間: 2025-3-31 19:09 作者: Fallibility 時(shí)間: 2025-4-1 01:01 作者: 短程旅游 時(shí)間: 2025-4-1 02:40
