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Relevant bibliographies by topics / Damage Analysis (Civil Engineering)

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Academic literature on the topic 'Damage Analysis (Civil Engineering)'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 September 2023

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Journal articles on the topic "Damage Analysis (Civil Engineering)"

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Sun , Yun, Qiuwei Yang, and Xi Peng. "Structural Damage Assessment Using Multiple-Stage Dynamic Flexibility Analysis." Aerospace 9, no. 6 (2022): 295. http://dx.doi.org/10.3390/aerospace9060295.

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Vibration-based damage assessment technology is a hot topic in aerospace engineering, civil engineering, and mechanical engineering. In this paper, a damage assessment approach using multiple-stage dynamic flexibility analysis is proposed for structural safety monitoring. The proposed method consists of three stages. The content of Stage I is to determine the number of damaged elements in the structure by the rank of dynamic flexibility change. The content of Stage II is to determine damage locations by the minimum rank of flexibility correlation matrices. Finally, the damage extents of those

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Nguyen, V. H., J. Mahowald, S. Maas, and J. C. Golinval. "Use of Time- and Frequency-Domain Approaches for Damage Detection in Civil Engineering Structures." Shock and Vibration 2014 (2014): 1–9. http://dx.doi.org/10.1155/2014/872492.

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The aim of this paper is to apply both time- and frequency-domain-based approaches on real-life civil engineering structures and to assess their capability for damage detection. The methodology is based on Principal Component Analysis of the Hankel matrix built from output-only measurements and of Frequency Response Functions. Damage detection is performed using the concept of subspace angles between a current (possibly damaged state) and a reference (undamaged) state. The first structure is the Champangshiehl Bridge located in Luxembourg. Several damage levels were intentionally created by cu

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Iwasaki, Toshio. "Response Analysis of Civil Engineering Structures Subjected to Earthquake Motions." Journal of Disaster Research 1, no. 2 (2006): 274–95. http://dx.doi.org/10.20965/jdr.2006.p0274.

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The Niigata Earthquake, measuring a magnitude of 7.5 on the Richter scale, hit the northwestern part of Honshu, Japan, on June 16th, 1964. The epicenter was under the sea about 55 km north from Niigata city, and the hypocentral depth was 20 to 30 km. The earthquake brought about severe damage to various engineering structures in the alluvial plain near the mouth of the Shinano River and the Agano River. Especially in the vicinity of the mouth of the Shinano River where loose sand layers plus a high water table exist, many modernstructures such as reinforced concrete buildings, highway bridges,

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Gao, Ming. "Seismic Damage Analysis and the Study of Reinforcement Measures for RC Frame Structure Building in Civil Engineering." Advanced Materials Research 568 (September 2012): 85–88. http://dx.doi.org/10.4028/www.scientific.net/amr.568.85.

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In 5·12 Wenchuan earthquake, most of the buildings were damaged at different degrees in Mianyang. To analysis seismic damage of RC frame structure building, and investigate its reinforcement situation，the results show that: For destruction of frame column or bottom frame structure column, enlarge section method is used mostly for reinforcement in civil engineering；To serious damage of affiliated structure such as filler wall and Parapet, most of them will be demolished and built again, and add constructional column; To the situation of concrete bottom plate with crack, paste carbon fiber sheet

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Le, Thanh-Cao, Duc-Duy Ho, Chi-Thien Nguyen, and Thanh-Canh Huynh. "Structural Damage Localization in Plates Using Global and Local Modal Strain Energy Method." Advances in Civil Engineering 2022 (May 18, 2022): 1–16. http://dx.doi.org/10.1155/2022/4456439.

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This paper presents an improvement to the modal strain energy (MSE) method for identifying structural damages in plate-type structures. A two-step MSE-based damage localization procedure, including a global step and a local step, is newly proposed to enhance the accuracy of detecting the location of structural damage. Firstly, the global step uses the mode shape data on the whole plate to locate the potentially damaged areas. Then, MSE is applied with a more dense mesh size on these local areas to detect damage in more detail. The proposed procedure’s feasibility is verified by analyzing an al

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Kohut, Piotr, Krzysztof Holak, Tadeusz Uhl, Jędrzej Mączak, and Przemysław Szulim. "Application of Vision Based Damage Detection for Real Civil Engineering Structure." Key Engineering Materials 588 (October 2013): 22–32. http://dx.doi.org/10.4028/www.scientific.net/kem.588.22.

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Structural Health Monitoring (SHM) is an emerging field of technology that involves the integration of sensors, data transmission, processing and analysis for detection, as well as localization and assessment of damage which can lead to its failure in the future [1,. In general, SHM methods can be divided into two groups: local and global ones. The second group can be applied if a global change in the geometry of a structure can be observed. In practice, the most commonly used methods of damage detection are based on the analysis of variations in various dynamic properties caused by damage [3,

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Potisuk, Tanarat, Christopher C. Higgins, Thomas H. Miller, and Solomon C. Yim. "Finite Element Analysis of Reinforced Concrete Beams with Corrosion Subjected to Shear." Advances in Civil Engineering 2011 (2011): 1–14. http://dx.doi.org/10.1155/2011/706803.

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Finite element (FE) modeling techniques were developed to isolate the different contributions of corrosion damage to structural response of experimental reinforced concrete beams with shear-dominated behavior. Corrosion-damage parameters included concrete cover spalling due to the expansion of corrosion products; uniform stirrup cross-sectional loss from corrosion; localized stirrup cross-sectional loss due to pitting; debonding of corrosion-damaged stirrups from the concrete. FE analyses were performed including both individual and combined damages. The FE results matched experimental results

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Li, Bin, Hua Luo, and Xianqiao Wang. "Failure Analysis of Locally Damaged Slender Steel Bars Strengthened with CFRP Composites: Experiments, Theory, and Computational Simulations." Advances in Civil Engineering 2020 (October 20, 2020): 1–14. http://dx.doi.org/10.1155/2020/8831701.

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Carbon fiber-reinforced polymer/plastic (CFRP) composites bear attractive performance in resistance to tension, fatigue, and corrosion and, thus, have been recognized as a promising candidate for repairing and strengthening steel structures in engineering. Here, we combine experiments, theory, and numerical simulations to elucidate how the location and degree of local damages, as well as the reinforcement mode, affect the stability of slender steel bars repaired by CFRP. The deformation, failure mode, and the critical buckling load of the reinforced steel flat bars subjected to axial compressi

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Xie, Dong Hai, Hong Wei Tang, and Rui Song Pan. "Experimental Study of Two-Dimensional Elastic Thin Plate Damage Identification Method Based on Modal Curvature." Applied Mechanics and Materials 166-169 (May 2012): 1202–6. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1202.

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Two-dimensional elastic thin plates are widely used in civil engineering structures. The plates deteriorate gradually under service conditions, which influence the safety of engineering structures. How to identify the damage of the plate is one of the hot issues in the civil engineering fields. The relevant theoretical analysis and numerical simulation are stressed, but the physical model experiments are few. There are some problems among the theory, methods and practical engineering applications. A method is presented for determining damage location and degree of civil engineering structures

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Shi, Chenglong, Jigang Zhang, Junbo Zhang, Feng Shao, Yicong Zhang, and Menglin Zhang. "Experimental Study and Numerical Analysis on Impact Resistance of Civil Air Defense Engineering Shear Wall." Advances in Civil Engineering 2021 (December 17, 2021): 1–20. http://dx.doi.org/10.1155/2021/7376909.

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In order to study the impact resistance of civil air defense engineering shear wall, the impact resistance of civil air defense engineering shear wall was studied by combining finite element numerical simulation with pendulum impact test. The effects of impact height, pendulum mass, and impact times on the impact resistance of civil air defense engineering shear walls were analyzed. It was shown that when the impact height increased from 0.4 m to 2.5 m, the failure mode of civil air defense engineering shear wall tended to be local impact failure, and the horizontal displacement in the middle

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Dissertations / Theses on the topic "Damage Analysis (Civil Engineering)"

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Bayissa, Wirtu Lemessa. "Damage identification and condition assessment of civil engineering structures through response measurement /." Connect to thesis, 2007. http://eprints.unimelb.edu.au/archive/00003631.

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Hayes, Barbara D. (Barbara Dean). "Incremental damage analysis : determining appropriate hydrologic criteria at existing non-federal dams." Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/14440.

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Emery, Trystan Ross. "Identification of damage in composite materials using thermoelastic stress analysis." Thesis, University of Southampton, 2007. https://eprints.soton.ac.uk/51292/.

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A quantitative damage assessment methodology for composite materials has been achieved using Thermoelastic Stress Analysis (TSA). The TSA technique provides fullfield data which is collected in a non-contacting and real time manner. The damage assessment methodology proposed requires a means of calibrating and temperature correcting the thermoelastic signal; these are developed and presented in this thesis. The thermoelastic theory for calibrating thermoelastic data from orthotropic bodies has traditionally been based on a stress formulation. There are difficulties in calibrating orthotropic m

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James, Timothy P. (Timothy Philip). "Applicability of linear analysis in probabilistic estimation of seismic building damage to reinforced-concrete structures." Thesis, Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/73789.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2012.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 45).<br>As design has moved from strength based to performance based, there has been an effort to relate building response to damage. Because decision-makers typically consider human lives, property damage and cost, setting performance requirements in terms of the damage that a building is likely to sustain over time and its associated cost is more relevant to them. The Pacific Earthquake Engineering Res

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Garcés, Francisco. "Identification of civil engineering structures." Phd thesis, Université Paris-Est, 2008. http://tel.archives-ouvertes.fr/tel-00470540.

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This thesis presents three methods to estimate and locate damage in framed buildings, simply-supported beams and cantilever structures, based on experimental measurements of their fundamental vibration modes. Numerical simulations and experimental essays were performed to study the effectiveness of each method. A numerical simulation of a multi-storey framed building, a real bridge and a real chimney were carried out to study the effectiveness of the methodologies in identifying damage. The influence of measurement errors and noise in the modal data was studied in all cases. To validate the ex

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Pertsch, Alexander Thomas. "An intelligent stand-alone ultrasonic device for monitoring local damage growth in civil structures." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/31716.

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Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2010.<br>Committee Chair: Jacobs, Laurence J.; Committee Co-Chair: Wang, Yang; Committee Member: Kim, Jin-Yeon. Part of the SMARTech Electronic Thesis and Dissertation Collection.

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Hudson, Kyle D. "Vibration-based damage detection with new operational response and waveform analysis methodology." Thesis, University of Iowa, 2010. https://ir.uiowa.edu/etd/820.

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Vibration-based damage identification (VBDI) techniques have been developed in part to address the problems associated with an aging civil infrastructure. To assess the potential of VBDI as it applies to highway bridges in Iowa, three applications of VBDI techniques were considered in this study: numerical simulation, laboratory structures, and field structures. VBDI techniques were found to be highly capable of locating and quantifying damage in numerical simulations. These same techniques were found to be accurate in locating various types of damage in a laboratory setting with actual struct

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Bakhary, Norhisham. "Structural condition monitoring and damage identification with artificial neural network." University of Western Australia. School of Civil and Resource Engineering, 2009. http://theses.library.uwa.edu.au/adt-WU2009.0102.

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Many methods have been developed and studied to detect damage through the change of dynamic response of a structure. Due to its capability to recognize pattern and to correlate non-linear and non-unique problem, Artificial Neural Networks (ANN) have received increasing attention for use in detecting damage in structures based on vibration modal parameters. Most successful works reported in the application of ANN for damage detection are limited to numerical examples and small controlled experimental examples only. This is because of the two main constraints for its practical application in det

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Wurzelbacher, Kenneth P. "A Model for Prediction of Fracture Initiation in Finite Element Analysis of Bolted Steel Connections." University of Cincinnati / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1353155205.

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Al-Rahmani, Ahmed Hamid Abdulrahman. "A combined soft computing-mechanics approach to damage evaluation and detection in reinforced concrete beams." Thesis, Kansas State University, 2012. http://hdl.handle.net/2097/13597.

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Master of Science<br>Department of Civil Engineering<br>Hayder A. Rasheed<br>Damage detection and structural health monitoring are topics that have been receiving increased attention from researchers around the world. A structure can accumulate damage during its service life, which in turn can impair the structure’s safety. Currently, visual inspection is performed by experienced personnel in order to evaluate damage in structures. This approach is affected by the constraints of time and availability of qualified personnel. This study aims to facilitate damage evaluation and detection in concr

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Books on the topic "Damage Analysis (Civil Engineering)"

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J, Inman D., ed. Damage prognosis for aerospace, civil and mechanical systems. Wiley, 2005.

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Q, Zhu X., ed. Damage models and algorithms for assessment of structures under operating conditions. CRC Press, 2009.

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P, Miannay Dominique, ed. Advances in mechanical behaviour, plasticity and damage: Proceedings of Euromat 2000. Elsevier Science Ltd., 2000.

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Norris, Stubbs, Krajcinovic Dusan, American Society of Civil Engineers. Engineering Mechanics Division., and ASCE National Convention (1985 : Detroit, Mich.), eds. Damage mechanics and continuum modeling: Proceedings of 2 sessions sponsored by the Engineering Mechanics Division of the American Society of Civil Engineers in conjunction with the ASCE Convention, Detroit, Michigan, October 22, 1985. ASCE, 1985.

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Amador-Jimenez, Luis. Civil Engineering Systems Analysis. CRC Press, 2016. http://dx.doi.org/10.1201/9781315381428.

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Moss, Robb Eric S. Applied Civil Engineering Risk Analysis. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-22680-0.

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Luigi, Cedolin, ed. Stability of structures: Elastic, inelastic, fracture, and damage theories. Oxford University Press, 1991.

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Luigi, Cedolin, ed. Stability of structures: Elastic, inelastic, fracture, and damage theories. Dover Publications, 2003.

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A, Koridze, ed. Earthquake damage evaluation and vulnerability analysis of building structures. Omega Scientific, 1990.

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Luigi, Cedolin, ed. Stability of structures: Elastic, inelastic, fracture and damage theories. World Scientific, 2010.

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Book chapters on the topic "Damage Analysis (Civil Engineering)"

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Khatir, Samir, Samir Tiachacht, Brahim Benaissa, Cuong Le Thanh, Roberto Capozucca, and Magd Abdel Wahab. "Damage Identification in Frame Structure Based on Inverse Analysis." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-7216-3_15.

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Gong, Xu, Hongfa Yu, and Chengyou Wu. "Study on Deterioration Rule of Water-Binder Ratio on Mechanical Properties and Frost Resistance of Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_42.

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AbstractBased on the rapid freeze-thaw (F-T) cycle test, the changes of relevant indexes (mass, relative dynamic elastic modulus, mechanical properties and thickness of concrete F-T damage layer) of concrete and mortar specimens with three water-binder ratios under F-T cycle was systematically studied. The results show that the quality, relative dynamic elastic modulus and mechanical properties of concrete and mortar decrease with the increase of F-T cycles, the thickness of F-T damaged layer of concrete increases in different degrees. The degree of F-T damage of mortar specimen is obviously lower than that of concrete specimen. Through regression analysis, it is find that the relative dynamic elastic modulus of concrete were significantly related to the relative dynamic elastic modulus of mortar, the thickness of concrete damage layer and the relative dynamic elastic modulus of concrete, it shows that one of the factors causing the F-T damage of concrete is the damage of mortar.

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Kintada, Maharshi, and Arbind Kumar Singh. "Failure Analysis of Composite Cylindrical Shells Using Continuum Damage Mechanics." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0362-3_39.

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Geweth, C. A., F. Saati Khosroshahi, K. Sepahvand, C. Kerkeling, and S. Marburg. "Damage Detection by Experimental Modal Analysis in Fiber-Reinforced Composites." In Lecture Notes in Civil Engineering. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-67443-8_11.

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Farrokh, M. "Seismic Analysis and Damage Evaluation of Pine Flat Concrete Dam." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51085-5_4.

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Ansari, Abdullah, K. Seshagiri Rao, and A. K. Jain. "Damage Analysis of Seismic Response of Shallow Tunnels in Jammu." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7509-6_47.

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Pirinu, Alessandra, and Francesco Panella. "Full-Field Thermographic Analysis for Fatigue Damage Detection of Composite Specimens." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-07258-1_59.

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Saadatmorad, Morteza, Mostafa Siavashi, Ramazan-Ali Jafari-Talookolaei, Mohammad Hadi Pashaei, Samir Khatir, and Cuong-Le Thanh. "Multilayer Perceptron Neural Network for Damage Identification Based on Dynamic Analysis." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0945-9_3.

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Erkmen, R. E., A. Sarikaya, O. Arat, and K. Galal. "Analysis of Reinforced Concrete Shear Walls Using Elastic–Plastic-Damage Modelling." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0507-0_49.

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Al-Maadhidi, Z., and R. E. Erkmen. "Analysis of Retrofitted Concrete Columns Using 3D Elastic-Plastic-Damage Modelling." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0507-0_38.

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Conference papers on the topic "Damage Analysis (Civil Engineering)"

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Kashani, A. G., M. J. Olsen, and A. J. Graettinger. "Laser Scanning Intensity Analysis for Automated Building Wind Damage Detection." In 2015 International Workshop on Computing in Civil Engineering. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479247.025.

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Huang, Yihua, Akira Wada, and Stephen A. Mahin. "Dynamic Response Analysis of Damage-Controlled Structures." In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)139.

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Wang, You-Shun, and Jian Liu. "The analysis of the prestressed concrete beam damage process based on the acoustic emission." In 5th International Conference on Civil Engineering and Transportation. Atlantis Press, 2015. http://dx.doi.org/10.2991/iccet-15.2015.60.

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HUO, Linsheng, Yinkun WANG, Gang LI, and Hongnan LI. "The Investigation and Analysis of the Damage of Buildings in Coastal Towns and Villages by Typhoon." In 2016 International Conference on Architectural Engineering and Civil Engineering. Atlantis Press, 2017. http://dx.doi.org/10.2991/aece-16.2017.47.

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Ping, Li, Lin Hong, Yang Lei, Zhang Yu, and Qi Bao. "Failure mode analysis and damage control for jacket platform structures." In 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016). Atlantis Press, 2016. http://dx.doi.org/10.2991/iccahe-16.2016.112.

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Wang, Yuyu. "The linear fatigue cumulative damage analysis of the welding seam." In Proceedings of the International Conference on Civil, Architecture and Environmental Engineering (ICCAE2016). CRC Press/Balkema, 2017. http://dx.doi.org/10.1201/9781315116259-134.

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Wang Buyu and Yu Yanan. "Structural damage identification based on moving load and time-frequency entropy analysis." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5775439.

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CHENG, Heng, and Guo-Xin ZHANG. "Analysis of Damage Process in High Arch Dam Subjected to Strong Earthquake." In 2014 International Conference on Mechanics and Civil Engineering (icmce-14). Atlantis Press, 2014. http://dx.doi.org/10.2991/icmce-14.2014.113.

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Wang, W. Q., B. X. Liu, J. L. Huang, and Z. Wang. "Analysis of earthquake damage to traffic facilities in western China’s mountainous areas and its countermeasures." In International Conference on Civil, Urban and Environmental Engineering. WIT Press, 2015. http://dx.doi.org/10.2495/cuee140331.

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Wang, You-Shun, and Jian Liu. "Fractal analysis of damage detected by acoustic emissions in prestressed reinforced concrete beam under loading." In 5th International Conference on Civil Engineering and Transportation. Atlantis Press, 2015. http://dx.doi.org/10.2991/iccet-15.2015.59.

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Reports on the topic "Damage Analysis (Civil Engineering)"

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Johra, Hicham. Description of the Laser Flash Analysis Method for Thermal Diffusivity Measurement with the LFA 447. Department of the Built Environment, Aalborg University, 2019. http://dx.doi.org/10.54337/aau312969074.

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The aim of this lecture note is to detail the methodology of the Laser Flash Analysis for the measurement of thermal diffusivity of small test samples. Such measurements can be conducted with the Laser Flash Apparatus LFA 447 (Netzsch Gerätebau GmbH) at the Building Material Characterization Laboratory of Aalborg University - Department of Civil Engineering.

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Teitsma, Albert. L52091 Better Understanding of Mechanical Damage in Pipelines. Pipeline Research Council International, Inc. (PRCI), 2004. http://dx.doi.org/10.55274/r0011829.

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This report summarizes work done at the Battelle Memorial Institute, (Nestleroth, 2003) and the Southwest Research Institute (Chell, 2003) on "Better Understanding of Mechanical Damage in Pipelines" for DOT and GTI under the direction of the Gas Technology Institute. Battelle Memorial Institute concentrated on developing MFL technologies for detecting and characterizing mechanical damage defects. Combining axial and circumferential MFL, provides sensitivity to defects of all orientations, accurately determines the width and length of a defect, and more accurately predicts defect depths due to

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Vail, Kylin, Bret Lizundia, David Welch, and Evan Reis. Earthquake Damage Workshop (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/plbd5536.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Sparks, Paul, Jesse Sherburn, William Heard, and Brett Williams. Penetration modeling of ultra‐high performance concrete using multiscale meshfree methods. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41963.

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Terminal ballistics of concrete is of extreme importance to the military and civil communities. Over the past few decades, ultra‐high performance concrete (UHPC) has been developed for various applications in the design of protective structures because UHPC has an enhanced ballistic resistance over conventional strength concrete. Developing predictive numerical models of UHPC subjected to penetration is critical in understanding the material's enhanced performance. This study employs the advanced fundamental concrete (AFC) model, and it runs inside the reproducing kernel particle method (RKPM)

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Enscore, Susan, Adam Smith, and Megan Tooker. Historic landscape inventory for Knoxville National Cemetery. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40179.

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This project was undertaken to provide the U.S. Department of Veterans Affairs National Cemetery Administration with a cultural landscape survey of Knoxville National Cemetery. The 9.8-acre cemetery is located within the city limits of Knoxville, Tennessee, and contains more than 9,000 buri-als. Knoxville National Cemetery was placed on the National Register of Historic Places on 12 September 1996, as part of a multiple-property submission for Civil War Era National Cemeteries. The National Cemetery Administration tasked the U.S. Army Engineer Re-search and Development Center-Construction Engi

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Mazzoni, Silvia, Nicholas Gregor, Linda Al Atik, Yousef Bozorgnia, David Welch, and Gregory Deierlein. Probabilistic Seismic Hazard Analysis and Selecting and Scaling of Ground-Motion Records (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/zjdn7385.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Piercy, Candice, Safra Altman, Todd Swannack, Carra Carrillo, Emily Russ, and John Winkelman. Expert elicitation workshop for planning wetland and reef natural and nature-based features (NNBF) futures. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41665.

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This special report discusses the outcomes of a September 2019 workshop intended to identify barriers to the consideration and implementation of natural and nature-based features (NNBF) in US Army Corps of Engineers (USACE) civil works projects. A total of 23 participants representing seven USACE districts, the US Army Engineer Research and Development Center (ERDC), and the University of California–Santa Cruz met at USACE’s South Atlantic Division Headquarters in Atlanta, Georgia, to discuss how to facilitate the implementation of NNBF into USACE project planning for wetlands and reefs using

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Reilly-Collette, Marina, Brandon Booker, Kathryn Trubac, et al. Testing of dry decontamination technologies for chemical, biological, radiological, and nuclear (CBRN) response. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47032.

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This report provides a summary of the results obtained in laboratory-scale testing of dry-decontamination technologies. The purpose of the experiment is to assess nonaqueous technologies to determine the viability of a solution to mitigate chemical, biological, radiological, and nuclear (CBRN) defense, CBRN Response Enterprise, medical casualty care, and cold-weather operational gaps. The Cold Regions Research and Engineering Laboratory (CRREL) assessed the efficacy, via percentage reduction, of four nonaqueous technologies to decontaminate particulate contamination, at three operational tempe

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Reis, Evan. Development of Index Buildings, (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/fudb2072.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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Cobeen, Kelly, Vahid Mahdavifar, Tara Hutchinson, et al. Large-Component Seismic Testing for Existing and Retrofitted Single-Family Wood-Frame Dwellings (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/hxyx5257.

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Abstract:

This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that

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