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Relevant bibliographies by topics / Reinforced concrete frames

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Academic literature on the topic 'Reinforced concrete frames'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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Journal articles on the topic "Reinforced concrete frames"

1

Mo, Y. L., and S. F. Perng. "Behavior of Framed Shearwalls Made of Corrugated Steel under Lateral Load Reversals." Advances in Structural Engineering 3, no. 3 (2000): 255–62. http://dx.doi.org/10.1260/1369433001502184.

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Reinforced concrete buildings with shearwalls are very efficient to resist earthquake disturbances. In general, reinforced concrete frames are governed by flexure and low-rise shearwalls are governed by shear. If a structure includes both frames and shearwalls, it is generally governed by shearwalls. However, the ductility of ordinary reinforced concrete framed shearwalls is very limited. The experiments on framed shearwalls made of corrugated steel was recently reported. It was found that the ductility of framed shearwalls can be greatly improved if the thickness of the corrugated steel wall

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Wang, Qiu Wei, Qing Xuan Shi, and Peng Wang. "Theoretical Analysis Research on Story Drift Limit for Steel Rinforced Concrete Composite Structures." Applied Mechanics and Materials 275-277 (January 2013): 1123–26. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1123.

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Steel reinforced concrete structures are organic combination of steel and concrete and the calculation formula of inter-story drift should be between them.The calculation formula of storey yield drift for reinforced concrete frames is obtained by adding the deformantion of beams, columns and joints, and the comparison shows that theoretical results agree with test data. Inter-story yield drift ratio for steel reinforced concrete (SRC) framees are proposed by using the same assumption and procedure, and story drift limit for SRC frames with certain assurance probability are proposed according t

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Choi, Chang Sik, and Hye Yeon Lee. "Rehabilitation of Reinforce Concrete Frames with Reinforced Concrete Infills." Key Engineering Materials 324-325 (November 2006): 635–38. http://dx.doi.org/10.4028/www.scientific.net/kem.324-325.635.

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The purpose of this study is to understand the fundamental resistance mechanism and the shear strength of the frame with the reinforced concrete infill wall by comparing analytical with experimental results. For this, one-story and one-bay four specimens were manufactured with variables; Lightly Reinforced Concrete Frame (LRCF), monolith placing Shear Wall (SW), CIP Infill Wall (CIW-1) and CIP Infill Wall reinforced with diagonal rebar (CIW-2). The addition of the RC infill wall was significantly improved the strength and the stiffness. Compared with specimen LRCF, ultimate strength and initia

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Mykytenko, Sergii, and . "Optimization Approach to Flat Slab Reinforced Concrete Building Frame Design." International Journal of Engineering & Technology 7, no. 4.8 (2018): 157–61. http://dx.doi.org/10.14419/ijet.v7i4.8.27232.

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In the article it is proposed to use optimization methods for the flat slab reinforced concrete frames design in order to reduce the reinforced steel and concrete costs during the construction. The use of flat slab reinforced concrete frames is a promising direction for providing citizens with affordable housing. It is proposed to implement rational design of flat slab reinforced concrete building frames using the methods of structural-parametric optimization and discrete-continuous mathematical programming. To solve the problem, conditional optimization methods are applied. The algorithm for

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Bao, Yanhong, Bowen Chen, and Lei Xu. "Analysis of Concrete-Filled Steel Tube Reinforced Concrete Column-Steel Reinforced Concrete Beam Plane Frame Structure Subjected to Fire." Advances in Civil Engineering 2021 (April 7, 2021): 1–12. http://dx.doi.org/10.1155/2021/6620030.

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The ABAQUS finite-element analysis platform was used to understand the mechanical behavior of concrete-filled steel tube reinforced concrete (CFSTRC) columns and steel reinforced concrete (SRC) beam plane frames under fire conditions. Thermal parameters and mechanical constitutive model of steel and concrete materials were reasonably selected, the correct boundary conditions were chosen, and a numerical model for the thermal mechanical coupling of CFSTRC columns and SRC beam plane frame structure was established. The finite-element model was verified from related experimental test results. The

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Bagnoli, Matteo, Ernesto Grande, and Gabriele Milani. "Reinforced Concrete Infilled Frames." Encyclopedia 2, no. 1 (2022): 473–85. http://dx.doi.org/10.3390/encyclopedia2010030.

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Masonry-Infilled Reinforced Concrete Frames are a very widespread structural typology all over the world for civil, strategic or productive uses. The damages due to these masonry panels can be life threatening to humans and can severely impact economic losses, as shown during past earthquakes. In fact, during a seismic event, most victims are caused by the collapse of buildings or due to nonstructural elements. The damage caused by an earthquake on nonstructural elements, i.e., those not belonging to the actual structural body of the building, is important for the purposes of a more general de

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Annamaneni, Krishna Kiran, Bhumika Vallabhbhai Dobariya, and Krasnikovs Andrejs. "CONCRETE, REINFORCED BY CARBON FIBRE COMPOSITE STRUCTURE, LOAD BEARING CAPACITY DURING CRACKING." ENVIRONMENT. TECHNOLOGIES. RESOURCES. Proceedings of the International Scientific and Practical Conference 2 (June 17, 2021): 232–37. http://dx.doi.org/10.17770/etr2021vol2.6655.

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Different authors conducted studies on fiber reinforced concretes (FRC) with carbon fibres of different lengths and some results showed that concrete mix with homogeneously distributed short fibres in their volume have good strength and ultra-strain compared to normal plain concrete mix. However, this study is focused more on 3-dimensional (3D) carbon fibre reinforced plastic (epoxy) CFRP composite thin rods frame used as a reinforcement in concrete which shows good increase in loadbearing and ductility. Were investigated concrete mixes with superplasticizer, nano-silica, quartz sand, fine nat

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Wang, Guang Yong, Xing Qiang Wang, Guang Wei Liu, Xiao Yang Liu, and Da Fang Ma. "Fire Performance of CFST, SRC and RC Frames." Applied Mechanics and Materials 99-100 (September 2011): 300–303. http://dx.doi.org/10.4028/www.scientific.net/amm.99-100.300.

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Failure mechanism and fire resistance comparison of concrete-filled steel tube (CFST) frames, reinforced concrete (RC) frames and steel reinforced concrete (SRC) fames are proposed in this paper when their bearing capacity and rigidity at room temperature are similar. The result shows that the failure mode and failure mechanism of the 3 frame structures are much different, and the SRC frames have the maximum fire resistance.

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Basim, Shahnaz, Farzad Hejazi, and Raizal Saifulnaz Bin Muhammad Rashid. "Embedded carbon fiber-reinforced polymer rod in reinforced concrete frame and ultra-high-performance concrete frame joints." International Journal of Advanced Structural Engineering 11, S1 (2019): 35–51. http://dx.doi.org/10.1007/s40091-019-00253-7.

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AbstractBeam–column joints play an important role in providing lateral stiffness and integrity of frames during dynamic loading such as earthquake. In the high humidity areas, during functioning of the building cracks occur, which leads to the corrosion of the reinforcement due to the environmental exposures. Therefore, one of the main failures mechanism of building during an earthquake is caused by easily yielding of corroded steel reinforcement, which leads to reduce functionality of the frame joints in transferring the loads. This study proposed a new design to reinforce the beam-column joi

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Sivanantham, Pradeep, Subramanian Senthil Selvan, Satyanarayanan Kachabeswara Srinivasan, Beulah Gnana Ananthi Gurupatham, and Krishanu Roy. "Influence of Infill on Reinforced Concrete Frame Resting on Slopes under Lateral Loading." Buildings 13, no. 2 (2023): 289. http://dx.doi.org/10.3390/buildings13020289.

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When compared to traditional reinforced concrete constructions on level surfaces, buildings situated on hills with slopes require additional consideration, particularly when seismic loading is an important factor. In hilly slopes, the ground-level columns of structures have different heights due to the nature of the slope, which leads to a short column effect. This paper represents an experimental and analytical investigation of the behaviour of reinforced concrete frames and their response in sloped regions of hills, in which global retrofitting techniques were adopted by providing solid infi

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Dissertations / Theses on the topic "Reinforced concrete frames"

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Fathi, Bitaraf F. "Membrane effects in reinforced concrete frames." Thesis, University of Leeds, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.444442.

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Cox, Wilfred. "Nonlinear analysis of reinforced concrete portal frames." Thesis, University of East London, 2001. http://roar.uel.ac.uk/1303/.

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There are considerable difficulties in describing the properties of reinforced concrete materials and their interaction. It is therefore necessary to calibrate the mathematical model by accurate testing of laboratory specimens. It can be shown that momentcurvature relationship varies along the length of a member and at beam-column joints. This behaviour depends critically on the geometry of the joint, reinforcement details and the stress-strain characteristics of concrete and steel. Tests have been carried out on model reinforced concrete portal frames and independent specimens making up the f

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Farjadmand, Massoumeh. "Compressive membrane effects in reinforced concrete frames." Thesis, University of Westminster, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.442109.

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Wong, Koon-Wan. "Non-linear behaviour of reinforced concrete frames /." Title page, contents and abstract only, 1989. http://web4.library.adelaide.edu.au/theses/09PH/09phw872.pdf.

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Kenyon, Jonn Mark. "Non-linear analysis of reinforced concrete plane frames /." Title page, table of contents and abstract only, 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phk368.pdf.

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Ab, Kadir Mariyana Aida. "Fire resistance of earthquake damaged reinforced concrete frames." Thesis, University of Edinburgh, 2013. http://hdl.handle.net/1842/7969.

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The topic of structural damage caused by fires following an earthquake (FFE) has been discussed extensively by many researchers for over a decade in order to bring the two fields closer together in the context of performance based structural engineering. Edinburgh University, Heriot-Watt University, Indian Institute of Technology Roorkee (IIT Roorkee) and Indian Institute of Science initiated a collaboration to study this problem under a UK-India Engineering Research Initiative (UKIERI) funded project. The first construction of a single-storey reinforced concrete frame at IIT Roorkee was compl

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Watson, Soesianawati. "Design of reinforced concrete frames of limited ductility." Thesis, University of Canterbury. Department of Civil Engineering, 1989. http://hdl.handle.net/10092/3745.

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An experimental programme was carried out to investigate the flexural strength and ductility. of reinforced concrete columns under simulated earthquake loading. The main variable examined was the quantity of transverse reinforcement for concrete confinement. The experimental results were described and compared with theoretical studies. It was found that to achieve adequate ductility in columns, the current New Zealand concrete design code NZS3101:1982 equations for concrete confinement need to be refined. Using design charts for ductility, which were previously derived from a theory for cyclic

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Lam, Yuet-kee Jeffery. "Full-range analysis of reinforced concrete members and frames." Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B42182268.

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Lam, Yuet-kee Jeffery, and 林悦基. "Full-range analysis of reinforced concrete members and frames." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B42182268.

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Susoy, Melih. "Seismic Strengthening Of Masonry Infilled Reinforced Concrete Frames With Precast Concrete Panels." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605563/index.pdf.

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Over 90% of the land area of Turkey lies over one of the most active seismic zones in the world. Hazardous earthquakes frequently occur and cause heavy damage to the economy of the country as well as human lives. Unfortunately, the majority of buildings in Turkey do not have enough seismic resistance capacity. The most commonly observed problems are faulty system configuration, insufficient lateral stiffness, improper detailing, poor material quality and mistakes during construction. Strengthening of R/C framed structures by using cast-in-place R/C infills leads to a huge construction work and

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Books on the topic "Reinforced concrete frames"

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Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.

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Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.

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Emara, Mohamed Basil. Shear deformations in reinforced concrete frames. National Library of Canada, 1990.

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Cox, Wilfred. Nonlinear analysis of reinforced concrete portal frames. University of East London, 2001.

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Casandjian, Charles. Reinforced concrete beams, columns and frames: Mechanics and design. ISTE, 2013.

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6

Elezaby, Yehia K. Modelling and design of unbraced reinforced concrete frames. Dept. of Civil Engineering, University of Alberta, 1992.

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Fulop, Alexander L. Deformation-controlled procedure for nonlinear analysis of reinforced concrete frames. National Library of Canada = Bibliothèque nationale du Canada, 1993.

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8

Pettinga, J. Didier. Dynamic behaviour of reinforced concrete frames designed with direct displacement- based design. Rose school, 2005.

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9

Sullivan, Timothy J. Seismic design of frame-wall structures. IUSS Press, 2006.

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Goodsir, W. J. The design of coupled frame-wall structures for seismic actions. Dept. of Civil Engineering, University of Canterbury, 1985.

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Book chapters on the topic "Reinforced concrete frames"

1

Choi, Chang Sik, and Hye Yeon Lee. "Rehabilitation of Reinforce Concrete Frames with Reinforced Concrete Infills." In Fracture and Damage Mechanics V. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-413-8.635.

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Häussler-Combe, Ulrich. "Structural Beams and Frames." In Computational Methods for Reinforced Concrete Structures. Wiley-VCH Verlag GmbH, 2014. http://dx.doi.org/10.1002/9783433603611.ch3.

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Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. "Design at Serviceability Limit State (SLS)." In Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.ch1.

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Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. "Verification at Serviceability Limit State (SLS)." In Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.ch2.

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Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. "Concepts for the Design at Ultimate Limit State (ULS)." In Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.ch3.

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Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. "Bending-Curvature at Ultimate Limit State (ULS)." In Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.ch4.

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Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. "Advanced Design at Ultimate Limit State (ULS)." In Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.ch1.

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Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. "Slender Compression Members - Mechanics and Design." In Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.ch2.

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Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. "Approximate Analysis Methods." In Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.ch3.

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Meskouris, K., and W. B. Krätzig. "Nonlinear Seismic Response of Reinforced Concrete Frames." In Nonlinear Stochastic Dynamic Engineering Systems. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-83334-2_16.

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Conference papers on the topic "Reinforced concrete frames"

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Viloria, Adrian, Andres Winston Oreta, and Lessandro Estelito Garciano. "Parametric Study on Reinforced Concrete Joint with Quench-Tempered Steel." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2681.

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<p>Reinforced concrete (RC) moment frames are broadly used in the Philippines and are usually employed with ductile micro-alloyed (MA) rebars. Yet, quenched-tempered (QT) rebars are gradually replacing MA rebars in spite of concerns about their performance under low-cycle fatigue conditions induced by seismic events. This study examines RC beam-column joint through finite element analysis using the Coupled Damage-Plasticity Micro-Plane Concrete Model, which revealed that QT reinforcements contribute to a 19% load capacity increase at an expense of 7%-69% ductility and rapid crack propaga

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Alwashali, Hamood, Satoshi Kumagawa, Chunri Quan, Kiwoong Jin, and Gary M. Raftery. "EVALUATING THE SEISMIC PERFORMANCE OF HYBRID REINFORCED CONCRETE FRAMES WITH CLT SHEAR WALLS: EXPERIMENTAL AND ANALYTICAL APPROACHES." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0105.

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Li, Yi, and De-Cheng Feng. "Mapping structural damage to material damage for the analysis of RC structures in actual damage states." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0149.

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<p>Predicting the residual performance of reinforced concrete (RC) structures under specific damage states is critical for developing restoration and retrofitting strategies. This study proposes a model updating method for damaged RC structures incorporating actual damage states. Specifically, a numerical modeling approach for damaged RC structures is developed based on OpenSEES, along with a method for updating the material parameters of damaged RC components. A mapping relationship between material damage and component damage is established to facilitate practical engineering applicati

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Lowes, Laura N., and Jingjuan Li. "Fragility Curves for Reinforced Concrete Moment Frames." In ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41084(364)38.

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Grajçevci, Florim, Valon Veseli, Labeat Misini, Zijadin Guri, and Ilir Canaj. "ANALYTICAL INVESTIGATION OF MASONRY INFILL REINFORCED CONCRETE FRAMES UNDER AXIAL AND LATERAL LOADING." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.132.

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The structural behavior of reinforced concrete (RC) structures with and without infill is investigated in this work under axial and horizontal loading scenarios. Using sophisticated software and micro modelling approaches, the structural performance of RC frames of various lengths both bare and infilled is assessed, with a focus on rigidity, ductility, and load-bearing capacity. The RC frames was designed according to Eurocode (EC) standards to ensure compliance with current design regulations, providing a reliable basis for analysis. The analysis thoroughly examines the structural behavior of

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Wu, Ai-Lun, Jann N. Yang, and Chin-Hsiung Loh. "Detection of damages in nonlinear reinforced concrete frames." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Masayoshi Tomizuka. SPIE, 2011. http://dx.doi.org/10.1117/12.877203.

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Hejazi, F., J. Noorzaei, M. S. Jaafar, A. A. Abang Ali, and M. Seifi. "3 Dimensional Damper Element for Reinforced Concrete Frames." In Technical Council on Lifeline Earthquake Engineering Conference (TCLEE) 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41050(357)133.

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"Elongation in Ductile Seismic-Resistant Reinforced Concrete Frames." In SP-157: Recent Developments In Lateral Force Transfer In Buildings. American Concrete Institute, 1995. http://dx.doi.org/10.14359/982.

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Nainwal, Ankit, Shashank Kothari, Rakesh Kumar, Gaurav Dhiman, Sandeep Kumar, and Komal Sharma. "Reliability analysis of optimally designed reinforced concrete frames." In 4TH INTERNATIONAL CONFERENCE ON FUNCTIONAL MATERIALS, MANUFACTURING, AND PERFORMANCES: ICFMMP-2023. AIP Publishing, 2025. https://doi.org/10.1063/5.0240632.

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Zorić, Andrija, Dragan Zlatkov, Nikola Janković, Nenad Ristić, and Dušan Grdić. "RECONSTRUCTION AND STRENGTHENING OF REINFORCED CONCRETE FRAME STRUCTURE – A CASE STUDY." In Assessment, maintenance and rehabilitation of structures. Association of Civil Engineers of Serbia, 2024. http://dx.doi.org/10.46793/sgisxiii.37az.

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The case study of the reconstruction and strengthening of reinforced concrete frame structure of one stall building is presented in the paper. A part of the building has collapsed due to insufficient tension reinforcement at the beam-column joint and at the midspan. The reconstruction measures consist of the replacement of the collapsed frames with the new ones, as well as strengthening of undamaged frames. The strengthening method with additional steel plates in tension zone is proposed, which is verified based on the stress-strain analysis of strengthened cross-sections.

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Reports on the topic "Reinforced concrete frames"

1

Gavin, Thomas. Limit Design of Unbraced Reinforced Concrete Frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2559.

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Phan, Long T., Geraldine S. Cheok, and Diana R. Todd. Strengthening methodology for lightly reinforced concrete frames:. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5682.

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Nejad, Nourollah. An Experimental Investigation of Unbraced Reinforced Concrete Frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2562.

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Moehle, Jack P., John D. Hooper, and Christopher D. Lubke. Seismic design of reinforced concrete special moment frames :. National Institute of Standards and Technology, 2008. http://dx.doi.org/10.6028/nist.gcr.08-917-1.

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Lew, H. S. Strengthening methodology for lightly reinforced concrete frames - I. National Institute of Standards and Technology, 1993. http://dx.doi.org/10.6028/nist.ir.5128.

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Lew, H. S. Strengthening methodology for lightly reinforced concrete frames II:. National Institute of Standards and Technology, 1994. http://dx.doi.org/10.6028/nist.ir.5421.

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Shadyab, Mehdi. Non-linear behavior of unbraced two-bay reinforced concrete frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2969.

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Moehle, Jack P., and John D. Hooper. Seismic Design of Reinforced Concrete Special Moment Frames: A Guide for Practicing Engineers, Second Edition. National Institute of Standards and Technology, 2016. http://dx.doi.org/10.6028/nist.gcr.16-917-40.

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Ebeling, Robert, Barry White, John Hite та ін. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47245.

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This technical report documents the research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates both geotechnical and structural design limit states for design of the US Army Corps of Engineers (USACE) batter pile-founded, reinforced concrete flood walls. Development of the required reliability and corresponding LRFD procedures has been progressing slowly in the geotechnical topic area as compared to those for structural limit state considerations, and therefore this has been the focus of this first

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Mosalam, Khalid, Amarnath Kasalanati, and Grace Kang. PEER Annual Report 2016. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2017. http://dx.doi.org/10.55461/anra5954.

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The Pacific Earthquake Engineering Research Center (PEER) is a multi-institutional research and education center with headquarters at the University of California, Berkeley. PEER’s mission is to develop, validate, and disseminate performance-based seismic design technologies for buildings and infrastructure to meet the diverse economic and safety needs of owners and society. The year 2016 began with a change of leadership at PEER. On January 1, Professor Khalid Mosalam became the new PEER Director as Professor Stephen Mahin completed his 6- year term. Also in early 2016, Dr. Yousef Bozorgnia s

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