標(biāo)題: Titlebook: Earthquake Disaster Simulation of Civil Infrastructures; From Tall Buildings Xinzheng Lu,Hong Guan Book 2021Latest edition Science Press [打印本頁(yè)] 作者: Croching 時(shí)間: 2025-3-21 17:49
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures影響因子(影響力)
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures被引頻次
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures被引頻次學(xué)科排名
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures年度引用
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures年度引用學(xué)科排名
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures讀者反饋
書(shū)目名稱(chēng)Earthquake Disaster Simulation of Civil Infrastructures讀者反饋學(xué)科排名
作者: Demonstrate 時(shí)間: 2025-3-21 22:12 作者: 刪除 時(shí)間: 2025-3-22 01:51
Albert J. Bredenoord,André Smout,Jan Tack, this chapter presents the building-level and component-level seismic loss estimation methods. To solve data acquisition challenges in seismic loss prediction, various loss estimation methods using detailed investigation data, building information model (BIM), and/or geographic information system (GIS) data are also recommended.作者: 搜集 時(shí)間: 2025-3-22 07:42
Xinzheng Lu,Hong GuanProvides an explicit pragmatic instruction for seismic response simulations of supertall buildings, in particular the collapse simulation of two of the tallest buildings in the world.Proposes a novel 作者: Precursor 時(shí)間: 2025-3-22 12:00 作者: Kidney-Failure 時(shí)間: 2025-3-22 15:09 作者: Kidney-Failure 時(shí)間: 2025-3-22 19:16
Importance of Nutrition & Diet in PCOS,Using the methods proposed in Chaps. .–., this chapter presents six typical examples of urban building seismic simulation. Up to hundreds of thousands of buildings are simulated, demonstrating the advantages and applicability of the proposed methods.作者: 合法 時(shí)間: 2025-3-22 22:14
Moonis Mirza,Tarun Goyal,Lata GoyalThis chapter summarizes the major research achievements and contributions reported in this monograph, based on which some innovative future research directions are proposed.作者: 昏暗 時(shí)間: 2025-3-23 04:39
Introduction,This chapter introduces the research background, framework, and outline of this monograph.作者: 縮短 時(shí)間: 2025-3-23 07:27 作者: frozen-shoulder 時(shí)間: 2025-3-23 09:41 作者: 松雞 時(shí)間: 2025-3-23 15:51
https://doi.org/10.1007/978-90-481-3702-2 element model, and so forth), followed by model validation against published experimental results. Subsequently, graphics processing unit (GPU)-based high performance matrix solvers in conjunction with physics engine-based high-performance visualization techniques are proposed, with which the proce作者: 的事物 時(shí)間: 2025-3-23 18:45 作者: 辮子帶來(lái)幫助 時(shí)間: 2025-3-24 00:21
Deregulation and Change in the 1980s,eased demand on seismically resilient tall buildings. It details the structural performance and seismic resilience of typical concrete and steel tall buildings designed based on the Chinese and US codes, using the computational models developed in previous chapters and the new generation performance作者: Conflagration 時(shí)間: 2025-3-24 03:05
International Financial Institutions,eliminary design phase. Therefore, simplified models are proposed in this chapter, which can greatly reduce the modeling and computational cost without compromising desired accuracy. The simplified models can be used for preliminary design and selection of the most appropriate structural type for a 作者: 記成螞蟻 時(shí)間: 2025-3-24 10:07
Restoration to Revolution, 1815–48ortant landmarks of a modern city, the progressive collapse prevention of the secondary frames of the buildings is also frequently required in addition to the seismic design requirement. To overcome the conflict between the design principles of seismic design and progressive collapse design, novel m作者: aphasia 時(shí)間: 2025-3-24 13:17 作者: 人造 時(shí)間: 2025-3-24 17:27
Albert J. Bredenoord,André Smout,Jan Tack, this chapter presents the building-level and component-level seismic loss estimation methods. To solve data acquisition challenges in seismic loss prediction, various loss estimation methods using detailed investigation data, building information model (BIM), and/or geographic information system (作者: plasma-cells 時(shí)間: 2025-3-24 21:36
https://doi.org/10.1007/978-3-031-06041-0sional stakeholders and users. With this in mind, 2.5D, 3D, and photo-realistic visualization models are proposed in this chapter to enhance visualization capabilities of urban building seismic simulation outcomes. In addition, collapse simulation of urban buildings is achieved through physics engin作者: Ejaculate 時(shí)間: 2025-3-25 02:55 作者: audiologist 時(shí)間: 2025-3-25 05:56 作者: Infant 時(shí)間: 2025-3-25 07:40 作者: 概觀 時(shí)間: 2025-3-25 14:13 作者: 含鐵 時(shí)間: 2025-3-25 17:24 作者: 毀壞 時(shí)間: 2025-3-25 21:10 作者: 圣人 時(shí)間: 2025-3-26 03:17
Simplified Models for Earthquake Disaster Simulation of Supertall Buildings,given building. In addition, based on the proposed simplified models, several related applications are also given, such as effective floor acceleration control of supertall buildings using vibration reduction substructures and rational selection of intensity measures for supertall buildings.作者: 可商量 時(shí)間: 2025-3-26 07:13
High-Fidelity Computational Models for Earthquake Disaster Simulation of Tall Buildings, high performance matrix solvers in conjunction with physics engine-based high-performance visualization techniques are proposed, with which the process of simulation and visualization can be greatly accelerated.作者: 窩轉(zhuǎn)脊椎動(dòng)物 時(shí)間: 2025-3-26 12:23
Seismic Resilient Outriggers and Multi-hazard Resilient Frames,n to the seismic design requirement. To overcome the conflict between the design principles of seismic design and progressive collapse design, novel multi-hazard resilient, prefabricated concrete and steel frames are proposed. Their performances are experimentally studied, based on which the corresponding design methods are developed.作者: 大炮 時(shí)間: 2025-3-26 13:09 作者: 尊嚴(yán) 時(shí)間: 2025-3-26 17:42 作者: 嚴(yán)重傷害 時(shí)間: 2025-3-26 22:02 作者: 影響深遠(yuǎn) 時(shí)間: 2025-3-27 03:12 作者: 贊美者 時(shí)間: 2025-3-27 06:51 作者: neolith 時(shí)間: 2025-3-27 12:17
https://doi.org/10.1007/978-3-031-06041-0putational workload. A coarse-grained CPU/GPU collaborative parallel computing, a distributed computing framework, and a cloud computing for multi-fidelity models are therefore proposed in this chapter which can impressively accelerate the earthquake disaster simulation of an urban area.作者: connoisseur 時(shí)間: 2025-3-27 17:15 作者: 脫水 時(shí)間: 2025-3-27 18:38 作者: Postulate 時(shí)間: 2025-3-28 00:11 作者: 厚臉皮 時(shí)間: 2025-3-28 04:34 作者: 使高興 時(shí)間: 2025-3-28 09:08 作者: obligation 時(shí)間: 2025-3-28 12:56
Restoration to Revolution, 1815–48n to the seismic design requirement. To overcome the conflict between the design principles of seismic design and progressive collapse design, novel multi-hazard resilient, prefabricated concrete and steel frames are proposed. Their performances are experimentally studied, based on which the corresponding design methods are developed.作者: conflate 時(shí)間: 2025-3-28 15:01
https://doi.org/10.1007/978-981-16-6350-5iction models replicating the falling behavior and distribution of falling debris on the ground are developed based on experimental and numerical studies. Furthermore, taking into account the adverse impact of the falling debris, emergency shelter planning and pedestrian evacuation simulation are also proposed.作者: 沙發(fā) 時(shí)間: 2025-3-28 22:40 作者: 鋪?zhàn)?nbsp; 時(shí)間: 2025-3-28 23:47
Earthquake Disaster Simulation of Typical Supertall Buildings,landmark supertall buildings, i.e., the Shanghai Tower (. = 632 m) and the CITIC Tower (. = 528 m). In-depth discussions are also provided with respect to the collapse process and failure mechanisms of these supertall buildings.作者: 有偏見(jiàn) 時(shí)間: 2025-3-29 03:31
Comparison of Seismic Design and Resilience of Tall Buildings Based on Chinese and US Design Codes,eased demand on seismically resilient tall buildings. It details the structural performance and seismic resilience of typical concrete and steel tall buildings designed based on the Chinese and US codes, using the computational models developed in previous chapters and the new generation performance作者: 首創(chuàng)精神 時(shí)間: 2025-3-29 09:17
Simplified Models for Earthquake Disaster Simulation of Supertall Buildings,eliminary design phase. Therefore, simplified models are proposed in this chapter, which can greatly reduce the modeling and computational cost without compromising desired accuracy. The simplified models can be used for preliminary design and selection of the most appropriate structural type for a 作者: Ligneous 時(shí)間: 2025-3-29 12:45 作者: 精密 時(shí)間: 2025-3-29 19:17
Building Models for City-Scale Nonlinear Time-History Analyses,ic damage to buildings in large urban areas. The computational models and the corresponding parameter determination methods are developed for multi-story masonry buildings, reinforced concrete and steel frames and tall buildings. The parameter uncertainties of the MDOF models and their impacts on th作者: 媽媽不開(kāi)心 時(shí)間: 2025-3-29 20:32
Regional Seismic Loss Estimation of Buildings,, this chapter presents the building-level and component-level seismic loss estimation methods. To solve data acquisition challenges in seismic loss prediction, various loss estimation methods using detailed investigation data, building information model (BIM), and/or geographic information system (作者: refraction 時(shí)間: 2025-3-30 03:46
Visualization and High-Performance Computing for City-Scale Nonlinear Time-History Analyses,sional stakeholders and users. With this in mind, 2.5D, 3D, and photo-realistic visualization models are proposed in this chapter to enhance visualization capabilities of urban building seismic simulation outcomes. In addition, collapse simulation of urban buildings is achieved through physics engin作者: 綠州 時(shí)間: 2025-3-30 06:42 作者: 整體 時(shí)間: 2025-3-30 10:30
Post-earthquake Emergency Response and Recovery Through City-Scale Nonlinear Time-History Analysis,proposes a real-time earthquake damage assessment using recorded ground motions and city-scale nonlinear THA, which can significantly reduce the uncertainties of the ground motion inputs. Subsequently, the city-scale nonlinear THA is also used to predict the regional seismic damage under the mainsho作者: 顯示 時(shí)間: 2025-3-30 15:39 作者: 運(yùn)氣 時(shí)間: 2025-3-30 18:00
