標(biāo)題: Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad Conference proceedings 2021 The Society for Experimental Mechani [打印本頁(yè)] 作者: 建筑物的正面 時(shí)間: 2025-3-21 19:53
書目名稱Dynamics of Civil Structures, Volume 2影響因子(影響力)
書目名稱Dynamics of Civil Structures, Volume 2影響因子(影響力)學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2網(wǎng)絡(luò)公開(kāi)度
書目名稱Dynamics of Civil Structures, Volume 2網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2被引頻次
書目名稱Dynamics of Civil Structures, Volume 2被引頻次學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2年度引用
書目名稱Dynamics of Civil Structures, Volume 2年度引用學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2讀者反饋
書目名稱Dynamics of Civil Structures, Volume 2讀者反饋學(xué)科排名
作者: Exclaim 時(shí)間: 2025-3-21 22:33
What Rollercoasters Can Teach Us About Fatigue Life of Bridge Connections,to the intricate geometry make testing and analysis of these structures challenging. Fatigue-induced damage is one of the most common types of damage experienced by civil engineering structures subjected to cyclic loading such as bridges and rollercoasters. Fatigue cracking eventually occurs when st作者: Incommensurate 時(shí)間: 2025-3-22 04:28
Using Resonance Decay Responses to Model the Nonlinear Behaviour of Telecom Monopoles Via Backbone s connected. In addition, the forthcoming implementation of 5G networks will require the use of bigger and heavier antenna-equipment which would compromise the structural integrity of current structures. Between all the existing types in the market, Monopoles are sensitive and vulnerable structures 作者: esculent 時(shí)間: 2025-3-22 06:32 作者: 籠子 時(shí)間: 2025-3-22 11:29
Vibration-Based Damage Detection Using Input-Output and Output-Only Environmental Models: A Compariding: (i) varying environmental conditions (i.e., temperature, humidity, and wind conditions) and (ii) structural degradation and damage. Thus, an accurate detection of structural degradation and damage depends on removing any influence from the environmental conditions on the natural frequencies. I作者: NADIR 時(shí)間: 2025-3-22 13:46
Techniques for Simulating Frozen Bearing Damage in Bridge Structures for the Purpose of Drive-by Hebridge systems in an efficient and economical manner. Before DBHM can be realized as a viable health monitoring strategy, however, an approach for managing environmental and operational noise needs to be developed. In traditional health monitoring, machine learning techniques, such as neural network作者: NADIR 時(shí)間: 2025-3-22 18:50 作者: 凝視 時(shí)間: 2025-3-22 21:28
Vibrations Assessment of Existing Building Foundations Due to Moving Trains in Underground Tunnels,structures may cause distractions for humans and/or result in equipment malfunctions. Dynamic characteristics of surrounding media affect the level of vibrations experienced in nearby buildings. In this paper, the authors are presenting a finite element analysis study performed to assess vibration l作者: Folklore 時(shí)間: 2025-3-23 01:27
Ambient Vibration Tests and Modal Response Analysis of Guayaquil Metropolitan Cathedral in Guayaquior. The Guayaquil Cathedral is composed of the reinforced concrete frames and masonry infills, constructed in mid 1920s. Modal response analysis was performed to identify the dynamic properties of the structure, including predominant natural frequencies and the corresponding mode shapes to support s作者: projectile 時(shí)間: 2025-3-23 06:49
An Overview on Floor Vibration Serviceability Evaluation Methods with a Large Database of Recorded y comparing predictions with observed acceptability of each bay. A large database of steel-framed floors subjected to walking excitation is used for the evaluations and comparisons. Detailed comparisons have been made among the methods of the American Institute of Steel Construction (AISC) Design Gu作者: 套索 時(shí)間: 2025-3-23 12:44
Comparative Study of Floor Serviceability Methodologies,loor systems can be a challenge. A number of guidelines have been published in the UK over the past 15?years (e.g. SCI P345, CCIP-016) that have been helpful in providing a consistent methodology. Although these can differ slightly in the detail, they are essentially based around the concept of resp作者: Defense 時(shí)間: 2025-3-23 14:29 作者: 斷斷續(xù)續(xù) 時(shí)間: 2025-3-23 20:38
Occupant Localization in Obstructive Indoor Environments Using Footstep-Induced Floor Vibrations,zation. Occupant localization is important in smart building applications such as healthcare and energy management. In prior works, footstep-based vibration sensing has been introduced for non-intrusive occupant localization in open areas. However, real buildings have various types of obstructions (作者: audiologist 時(shí)間: 2025-3-24 01:10
Time-Frequency Analysis of Crowd Lateral Dynamic Forcing from Full-Scale Measurements on the Cliftothe amplitude of structural oscillations, i.e. lateral dynamic instability. Measurements were taken during two separate crowd loading events on the Clifton Suspension Bridge, UK, to characterise the human-structure interactions observed. Two lateral modes of the bridge were studied, previously found作者: 專心 時(shí)間: 2025-3-24 03:49 作者: 易發(fā)怒 時(shí)間: 2025-3-24 07:30
Localization of Stationary Source of Floor Vibration Using Steered Response Power Method,. The objective of this study is to localize stationary source of vibration using floor vibration measurements with the steered response power (SRP) method. While this method has been used in microphone array processing and acoustic imaging systems, this paper describes the first application of this作者: 職業(yè) 時(shí)間: 2025-3-24 14:23
Predictions of Footbridge Vibrations and Influencing Load Model Decisions,o come will determine the serviceability of the bridge throughout its service life. For design stage predictions of pedestrian-generated vibrations of a footbridge, decisions need to be made in terms of how to model the load. If the load is modelled as being stochastic it entails that a set of walki作者: 內(nèi)閣 時(shí)間: 2025-3-24 15:39
A Damage Detection Strategy on Bridge External Tendons Through Long-Time Monitoring,ries of technological advances, especially in the world of new sensors, has allowed more structures to be equipped with an always increasing number of monitoring systems of different nature. The state of the art of monitoring systems involves the interaction and cooperation of elements such as low-c作者: 剝皮 時(shí)間: 2025-3-24 22:36 作者: Leisureliness 時(shí)間: 2025-3-25 01:04
Nimruji Jammulamadaka,Himanshi Rajora Human Induced Vibration of Steel Structures (HIVOSS) Method. The floor bay database is based on data collected from real buildings and it contains 22 satisfactory and 28 unsatisfactory bays, a total of 50 bays.作者: 慢慢啃 時(shí)間: 2025-3-25 04:57 作者: delegate 時(shí)間: 2025-3-25 08:28 作者: MIME 時(shí)間: 2025-3-25 11:43 作者: 不能仁慈 時(shí)間: 2025-3-25 17:01
Vibrations Assessment of Existing Building Foundations Due to Moving Trains in Underground Tunnels,ent model is created to simulate the tunnel, surrounding rock and the soil stratum above the rock layer. The loading function is modeled as a sinusoidal point source and simulations are run for sensitivity analysis.作者: 靈敏 時(shí)間: 2025-3-25 21:38 作者: cylinder 時(shí)間: 2025-3-26 04:00 作者: Substance 時(shí)間: 2025-3-26 04:56
2191-5644 & Structures .Innovative Measurement for Structural Applications .Smart Structures and Automation? .Modal Identification of Structural Systems .Bridges and Novel Vibration Analysis .Sensors and Control?978-3-030-47636-6978-3-030-47634-2Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: 使糾纏 時(shí)間: 2025-3-26 09:26 作者: Trigger-Point 時(shí)間: 2025-3-26 14:06 作者: 他一致 時(shí)間: 2025-3-26 17:46 作者: 材料等 時(shí)間: 2025-3-26 23:28
Yanliang Jin,Xue Wang,Hong Nie,Xuetao Luoe can be more critical, as high-resolution imaging equipment with stringent vibration criteria are often employed. As urban intensification increases, new buildings are being constructed in close proximity to existing vibration sources, such as rail lines and industrial facilities. While a number of作者: 艱苦地移動(dòng) 時(shí)間: 2025-3-27 02:59 作者: collagenase 時(shí)間: 2025-3-27 06:05
Yanliang Jin,Xue Wang,Hong Nie,Xuetao Luobridge systems in an efficient and economical manner. Before DBHM can be realized as a viable health monitoring strategy, however, an approach for managing environmental and operational noise needs to be developed. In traditional health monitoring, machine learning techniques, such as neural network作者: anchor 時(shí)間: 2025-3-27 11:48 作者: perimenopause 時(shí)間: 2025-3-27 16:01
G. Krishnamurthi,Jaya Kritika Ojhastructures may cause distractions for humans and/or result in equipment malfunctions. Dynamic characteristics of surrounding media affect the level of vibrations experienced in nearby buildings. In this paper, the authors are presenting a finite element analysis study performed to assess vibration l作者: atopic 時(shí)間: 2025-3-27 20:00
Getting Marginalized and Survivingor. The Guayaquil Cathedral is composed of the reinforced concrete frames and masonry infills, constructed in mid 1920s. Modal response analysis was performed to identify the dynamic properties of the structure, including predominant natural frequencies and the corresponding mode shapes to support s作者: 斗爭(zhēng) 時(shí)間: 2025-3-28 00:46 作者: 館長(zhǎng) 時(shí)間: 2025-3-28 04:57 作者: beta-cells 時(shí)間: 2025-3-28 09:58
Nimruji Jammulamadaka,Himanshi Rajorant of civil infrastructure. However, the majority of full-scale case studies have focused on the efficacy of vibration-based condition assessment to detect, localize, and quantify structural damage resulting from either overload or long-term deterioration mechanisms. To supplement the limited case s作者: 治愈 時(shí)間: 2025-3-28 11:41
G. Krishnamurthi,Jaya Kritika Ojhazation. Occupant localization is important in smart building applications such as healthcare and energy management. In prior works, footstep-based vibration sensing has been introduced for non-intrusive occupant localization in open areas. However, real buildings have various types of obstructions (作者: 共同確定為確 時(shí)間: 2025-3-28 17:44 作者: expound 時(shí)間: 2025-3-28 19:06 作者: Aggrandize 時(shí)間: 2025-3-28 23:46
Tanya Davies,Luke Macaulay,Lynette Pretorius. The objective of this study is to localize stationary source of vibration using floor vibration measurements with the steered response power (SRP) method. While this method has been used in microphone array processing and acoustic imaging systems, this paper describes the first application of this作者: pessimism 時(shí)間: 2025-3-29 06:41
Lynette Pretorius,Jennifer Cutrio come will determine the serviceability of the bridge throughout its service life. For design stage predictions of pedestrian-generated vibrations of a footbridge, decisions need to be made in terms of how to model the load. If the load is modelled as being stochastic it entails that a set of walki作者: 灰心喪氣 時(shí)間: 2025-3-29 08:36
A Short History of Doctoral Studiesries of technological advances, especially in the world of new sensors, has allowed more structures to be equipped with an always increasing number of monitoring systems of different nature. The state of the art of monitoring systems involves the interaction and cooperation of elements such as low-c作者: 新星 時(shí)間: 2025-3-29 13:53
Ricky Wai Kiu Lau,Lynette Pretoriusuctural properties of civil structures. This raises questions of considerable importance when it comes into play the safety of infrastructure users, mainly related to bridges and roads. Therefore, monitoring and evaluating the health of such structures becomes of central importance, allowing a more 作者: RACE 時(shí)間: 2025-3-29 17:49 作者: cinder 時(shí)間: 2025-3-29 22:09 作者: FLUSH 時(shí)間: 2025-3-30 01:15
https://doi.org/10.1007/978-3-030-47634-2Conference Proceedings; Civil Structures; Structural Dynamics; Society for Experimental Mechanics; Infra作者: neologism 時(shí)間: 2025-3-30 05:25
978-3-030-47636-6The Society for Experimental Mechanics, Inc. 2021作者: blight 時(shí)間: 2025-3-30 12:16 作者: Conduit 時(shí)間: 2025-3-30 12:28 作者: Connotation 時(shí)間: 2025-3-30 17:35 作者: Colonoscopy 時(shí)間: 2025-3-30 22:01 作者: HEW 時(shí)間: 2025-3-31 03:05 作者: noxious 時(shí)間: 2025-3-31 05:08 作者: 者變 時(shí)間: 2025-3-31 10:31 作者: Minuet 時(shí)間: 2025-3-31 17:18
Ambient Vibration Tests and Modal Response Analysis of Guayaquil Metropolitan Cathedral in Guayaquiless sensors were located on top of the roof, along the height of the towers, and top of the dome whereas the Laser Vibrometers were reflected to the Diaphragms to study the flexibility and also to determine the modal frequencies of the Diaphragms. The computer program ARTeMIS version 4, was used to作者: 爆米花 時(shí)間: 2025-3-31 18:04 作者: Perigee 時(shí)間: 2025-4-1 00:43
Experimental Modal Analysis of Double Tee Floors in a Fire Damaged Parking Deck for Post-Fire Vibralevations were nominally identical in design, with one elevation featuring visible symptoms of localized fire damage across a portion of the span and the other exhibiting no visible evidence of fire damage. Impact echo testing was also performed on select double tees at each elevation to estimate re作者: Resign 時(shí)間: 2025-4-1 04:43 作者: 植物群 時(shí)間: 2025-4-1 06:37 作者: condescend 時(shí)間: 2025-4-1 12:06 作者: Biguanides 時(shí)間: 2025-4-1 17:14 作者: epinephrine 時(shí)間: 2025-4-1 18:59 作者: Eviction 時(shí)間: 2025-4-2 00:24
A Damage Detection Strategy on Bridge External Tendons Through Long-Time Monitoring,ning through the most suitable damage feature, less attention has been paid till now to the challenge of implementing a fully automatic monitoring system that can serve as a robust and reliable tool for decision making..This paper presents a framework/architecture for a real-time data elaboration pr
