Relevant bibliographies by topics / Seismic codes

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Seismic codes'

Author: Grafiati
Published: 3 June 2025
Last updated: 19 July 2025

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Journal articles on the topic "Seismic codes"

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Popov, Egor P. "U.S. Seismic Steel Codes." Engineering Journal 28, no. 3 (1991): 119–28. http://dx.doi.org/10.62913/engj.v28i3.1273.

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Major changes and recommendations for the seismic design of steel buildings were recently introduced into several U.S. design codes and specifications. Many of these changes deal primarily with material and detailing requirements. However, these problems cannot be separated from the underlying issues of lateral seismic loads. Therefore in this paper a broader point of view is adopted, and a brief discussion of relevant findings from seismology and geotechnical engineering is presented first. A general discussion of structural code developments and the relationships among the lateral load requi
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Zaalishvili, Vladislav. "Soils’ classification according to their seismic properties in Building Codes of various countries." E3S Web of Conferences 281 (2021): 09032. http://dx.doi.org/10.1051/e3sconf/202128109032.

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The article presents the results of Building Codes’ analysis in different countries of the world in terms of taking into account the seismic properties of soils when calculating buildings and structures for seismic effects. The main indicators of the soils’ seismic properties are highlighted, their analysis is carried out from the point of view of the possibility and necessity of taking them into account in the future Building Codes of Georgia. The basis for the soils’ classification according to their seismic properties has been developed. The conclusion about the validity of using the new Bu
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Popov, Egor P. "Development of US seismic codes." Journal of Constructional Steel Research 29, no. 1-3 (1994): 191–207. http://dx.doi.org/10.1016/0143-974x(94)90062-0.

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Beyzaei, Christine, Katherine Johnson, and Sissy Nikolaou. "The Future of Seismic Codes." GEOSTRATA Magazine 28, no. 1 (2024): 38–44. http://dx.doi.org/10.1061/geosek.0000522.

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Kang, K., O. V. Zerkal, J. Liu, S. Huang, and D. Tao. "Comparison of Russian, Chinese and European seismic design on pseudo-static seismic coefficient in slope analysis." Journal of Civil Engineering and Construction 7, no. 2 (2018): 57. http://dx.doi.org/10.32732/jcec.2018.7.2.57.

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Most design codes and specifications recommend a simple pseudo-static approach for the analysis of slope stability under seismic conditions. The codes in different countries appoint different pseudo-static seismic coefficient. The present work list different seismic coefficients in Russian, Chinese and European codes. A sensitivity analysis of a case slope was carried out using GeoStudio, then determined that the stability of the slope is more sensitive to material cohesion and seismic coefficient than material density and friction angle. It’s shown that the chosen of the seismic coefficient h
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Jaiswal, O. R., Durgesh C. Rai, and Sudhir K. Jain. "Review of Seismic Codes on Liquid-Containing Tanks." Earthquake Spectra 23, no. 1 (2007): 239–60. http://dx.doi.org/10.1193/1.2428341.

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Liquid storage tanks generally possess lower energy-dissipating capacity than conventional buildings. During lateral seismic excitation, tanks are subjected to hydrodynamic forces. These two aspects are recognized by most seismic codes on liquid storage tanks and, accordingly, provisions specify higher seismic forces than buildings and require modeling of hydrodynamic forces in analysis. In this paper, provisions of ten seismic codes on tanks are reviewed and compared. This review has revealed that there are significant differences among these codes on design seismic forces for various types o
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Kuramoto, Hiroshi. "A Short Note for Dr. Watabe’s Review in 1974." Journal of Disaster Research 1, no. 3 (2006): 357. http://dx.doi.org/10.20965/jdr.2006.p0357.

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In the preceding article, I reviewed two seismic design codes of the Building Standard Law of Japan, revised in 1981 and 2000, with the transition of Japanese seismic design codes. Having read the 1974 review by Dr. Makoto Watabe, I was most impressed by his comprehensive understanding of seismic structural systems for buildings – an understanding that is fresh even today, more than 3 decades later. He moves from the basic principles for seismic building design to earthquake-resistant properties of building. The general seismic design principles of buildings he has reviewed are very sound and
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Yongkang, Shen, and Wang Zhengzhong. "Seismic Performance Evaluation on Eccentrically Brace Steel Frame by Capacity Spectrum Method." Applied Mechanics and Materials 166-169 (May 2012): 752–55. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.752.

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According to the seismic demand spectra form the code for seismic design of buildings, seismic performances of eccentrically braced steel frames (EBF) in frequently, fortification and seldom occurred different intensity earthquakes were evaluated by the Capacity Spectrum Method (CSM). The capacity curves derived from base force-top displacement curves of structures subjected to the lateral seismic load of seismic codes were obtained from pushover analysis by applying sap2000 software and transformed to the spectrum curves, seismic performance were evaluated according to the intersection betwee
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Özmen, Cengiz. "Reconciling Architectural Design with Seismic Codes." Prostor 29, no. 1 (61) (2021): 42–55. http://dx.doi.org/10.31522/p.29.1(61).4.

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Seismic codes include strict requirements for the design and construction of mid-rise reinforced concrete residential buildings. These requirements call for the symmetric and regular arrangement of the structural system, increased cross-sections for columns, and the introduction of shear walls to counteract the effects of lateral seismic loads. It is challenging for architects to reconcile the demands of these codes with the spatial arrangement and commercial appeal of their designs. This study argues that such reconciliation is possible through an architectural analysis. First, the effectiven
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Qi, Yong Le, Xiao Lei Han, Xue Ping Peng, Yu Zhou, and Sheng Yi Lin. "Research Situation on the Performance-Based Seismic Design Method for Reinforced Concrete Structure." Advanced Materials Research 163-167 (December 2010): 1757–61. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1757.

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Various analytical approaches to performance-based seismic design are in development. Based on the current Chinese seismic codes，elastic capacity calculation under frequent earthquake and ductile details of seismic design shall be performed for whether seismic design of new buildings or seismic evaluation of existing buildings to satisfy the seismic fortification criterion “no damage under frequent earthquake, repairable under fortification earthquake, no collapse under severe earthquake”. However, for some special buildings which dissatisfy with the requirements of current building codes, ela
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Dissertations / Theses on the topic "Seismic codes"

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Rodal, Morten. "Scalability of seismic codes on computational clusters." Thesis, Norwegian University of Science and Technology, Department of Computer and Information Science, 2004. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-9145.

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Acar, Emre. "Comparison Of Design Codes For Seismically Isolated Structures." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607015/index.pdf.

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This study presents information on the design procedure of seismic base isolation systems. Analysis of the seismic responses of isolated structures, which is oriented to give a clear understanding of the effect of base isolation on the nature of the structure<br>and discussion of various isolator types are involved in this work. Seismic isolation consists essentially of the installation of mechanisms, which decouple the structure, and its contents, from potentially damaging earthquake induced ground motions. This decoupling is achieved by increasing the horizontal flexibility of the system, t
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Gouasmia, Abdelhacine. "Seismic response of reinforced concrete structures designed using North American building codes." Thesis, University of Ottawa (Canada), 1987. http://hdl.handle.net/10393/5467.

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Nilsson, Tracy. "The New Madrid Seismic Zone." Thesis, KTH, Teknisk geologi och geofysik, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-96112.

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The Mississippi River Valley, is hardly known as an earthquake zone, but may in fact be a natural disaster just waiting to happen. Historical records and paleoseismic investigations have shown that large magnitude earthquakes have occurred in the area and there are constantly microquakes all along the New Madrid Fault System. The inhabitants of the Midwest are living in a death trap so long society doesn’t preoperly prepare for earthquakes. The study presented here aims to prove that, as predicting earthquakes is difficult to the point of impossible, the only serious alternative is to reinforc
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Sadashiva, Vinod Kota. "Quantifying structural irregularity effects for simple seismic design." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2010. http://hdl.handle.net/10092/5309.

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This study was initiated to quantify the effect of different degrees of irregularity on structures designed for earthquake using simplified analysis. The types of irregularity considered were: (a) Vertical Irregularity • Mass • Stiffness -Strength (b) Horizontal (Plan) Irregularity • Diaphragm Flexibility Simple models were used to allow many analyses to be conducted in a relatively short time. For vertical irregularity studies, simple shear-type structures were designed according to the New Zealand design Standard, NZS1170.5, firstly as regular structures, and then they were redesigned as irr
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Ozturk, Ismail. "A Comparative Assessment Of An Existing Reinforced Concrete Building By Using Different Seismic Rehabilitation Codes And Procedures." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/12608036/index.pdf.

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Lateral load carrying capacities of reinforced concrete structures which are designed by considering only gravity loads or according to outdated earthquake codes can be insufficient. The most important problem for these buildings is the limited ductility of the frame elements. How to evaluate the performance of an existing structure and to what level to strengthen it had been major concerns for structural engineers. Recent earthquakes which occurred in the Marmara Region in the last decade have increased the number of seismic assessment projects drastically. However, there was no special guide
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Rahman, Muhammad Mostafijur. "Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002)." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin150487859306952.

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FIERRO, Tony. "Implementation and use of advanced constitutive models in numerical codes for the evaluation of the soil response under seismic loadings." Doctoral thesis, Università degli studi del Molise, 2022. https://hdl.handle.net/11695/115267.

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La previsione del comportamento dei terreni sotto azioni sismiche rappresenta un arduo obiettivo da raggiungere per l’Ingegneria Geotecnica Sismica. In tali condizioni, è possible raggiungere un’ampio range di livelli deformativi. In questo contesto, un ruolo chiave lo gioca la modellazione numerica, ma differenti requisiti sono necessari affinchè essa sia efficace: il terreno va modellato con un solido modello costitutivo su una piattaforma software testata e la geometria del problema va correttamente definita. Con queste premesse, la tesi mostra l’implementazione e l’uso di modelli costitut
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Mendi, H. Evgin. "Evaluation Of Architectural Consciousness And Exploration Of Architecture-based Issues In Seismic Design." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606480/index.pdf.

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The task of &lsquo<br>earthquake resistant design&rsquo<br>of buildings is generally considered as the province of engineering profession. Although there exists considerable number of publications related to seismic design (documentations, articles, theses, books, and earthquake codes), most of them are addressed to structural engineers rather than architects. However, earthquake affects whole building and all professionals involved in construction process should have their own roles and responsibilities for earthquake resistance. This thesis is about the roles and responsibilities of architec
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Mwafy, Aman Allah Mohamed Abdel-Rahman. "Seismic performance of code designed RC buildings." Thesis, Imperial College London, 2001. http://hdl.handle.net/10044/1/7285.

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Books on the topic "Seismic codes"

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Apostolidi, Eftychia, Stephanos Dritsos, Christos Giarlelis, et al. Seismic Isolation and Response Control. Edited by Andreas Lampropoulos. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed019.

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&lt;p&gt;The seismic resilience of new and existing structures is a key priority for the protection of human lives and the reduction of economic losses in earthquake prone areas. The modern seismic codes have focused on the upgrade of the structural performance of the new and existing structures. However, in many cases it is preferrable to mitigate the effects of the earthquakes by reducing the induced loads in the structures using seismic isolation and response control devices. The limited expertise in the selection and design of the appropriate system for new and existing structures is the m
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P, Fajfar, and Krawinkler Helmut, eds. Seismic design methodologies for the next generation of codes: Proceedings of the International Workshop on Seismic Design Methodologies for the Next Generation of Codes, Bled, Slovenia, 24-27 June 1997. Balkema, 1997.

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V, Leyendecker Edgar, and Geological Survey (U.S.), eds. USGS Spectral response maps and their relationship with seismic design forces in building codes. U.S. Geological Survey, 1995.

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1940-, Tanabe Tadaaki, American Concrete Institute, and Doboku Gakkai Konkurīto Iinkai, eds. Comparative performances of seismic design codes for concrete structures: Tokyo, Japan, April 20-21, 1999. Elsevier, 1999.

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Nudo, Raffaele, ed. Lezioni dai terremoti: fonti di vulnerabilità, nuove strategie progettuali, sviluppi normativi. Firenze University Press, 2012. http://dx.doi.org/10.36253/978-88-6655-072-3.

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This book is a collection of the academic contributions presented at the conference entitled "Lessons from earthquakes: sources of vulnerability, new design strategies and regulatory developments" which was held at Chianciano Terme on 8 October 2010. The issues addressed are central to Seismic Engineering and comprise a wide range of arguments on both consolidated subjects and innovative aspects in the sector. Among these, appropriate attention is devoted to: analysis of the structural instability revealed on the occasion of seismic events and the lessons that can be drawn from the same; the p
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Fajfar, P. Seismic Design Methodologies for the Next Generation of Codes. CRC Press LLC, 2019.

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Fajfar, P. Seismic Design Methodologies for the Next Generation of Codes. CRC Press LLC, 2019.

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Fajfar, P. Seismic Design Methodologies for the Next Generation of Codes. CRC Press LLC, 2019.

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Tanabe, Tada-aki. Comparative Performances of Seismic Design Codes for Concrete Structures. PERGAMON PRESS, 1999.

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Fajfar, P. Seismic Design Methodologies for the Next Generation of Codes. CRC Press LLC, 2019.

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Book chapters on the topic "Seismic codes"

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Fardis, Michael N. "European Structural Design Codes: Seismic Actions." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_119-1.

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Fardis, Michael N. "European Structural Design Codes: Seismic Actions." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_119.

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Mukhadze, T., and I. Timchenko. "Analysis of New Seismic Building Codes of CIS Countries." In Earthquake Hazard and Seismic Risk Reduction. Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-015-9544-5_35.

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Yu, JingTao, Pang Ming, ZiXuan Chen, and MuKe Shi. "Comparative analysis of domestic and foreign tunnel maintenance codes." In Structural Seismic and Civil Engineering Research. CRC Press, 2023. http://dx.doi.org/10.1201/9781003384342-58.

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Xu, Bin, and Rui Pang. "Performance Seismic Safety Evaluation." In Hydroscience and Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-7198-1_8.

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AbstractCFRDs are inherently complex, and their dynamic response and seismic damage under seismic action are manifested in various aspects. However, due to the scarcity of seismic damage data and seismic codes specifically tailored for earth and rock dams, the focus remains primarily on three aspects: deformation of the dam body, stability of the dam slopes, and safety of the panels of the seepage control body. It is believed that the deformation of the dam body may influence the overall performance of the dam, while the stability of the dam slopes and the safety of the panels may affect local functionality to some extent. In this section, drawing upon the extensive finite element dynamic calculations and stochastic dynamic response analyses discussed earlier, we utilize the generalized probability density evolution method to establish the relationship between multi-seismic intensity, multiple performance targets, and destruction probability. Initially, we focus on the deformation of the dam body and the safety of the impermeable panel body.
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Fajfar, Peter, and Helmut Krawinkler. "Seismic design methodologies for the next generation of codes." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-63.

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Eisenberg, J. M. "Earthquake design concepts and building codes development in Russia." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-65.

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Fajfar, Peter, and Helmut Krawinkler. "Seismic design methodologies for the next generation of codes." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-63.

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Eisenberg, J. M. "Earthquake design concepts and building codes development in Russia." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-65.

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Fajfar, Peter. "Towards a non-linear method for the future seismic codes." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-67.

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Conference papers on the topic "Seismic codes"

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Fanigliulo, Francesco, Giovanni Fanigliulo, Fabio Mazza, and Rodolfo Labernarda. "TMD Application on Existing Buildings in High-Risk Seismic Zone." 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.2025.0447.

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&lt;p&gt;The application of Tuned Mass Dampers (TMDs) represents a quite innovative approach on the Italian territory. This retrofitting system appears particularly promising in a high seismic risk area, in order to reduce the structural vulnerability as well as the emission of CO2. This study includes the seismic vulnerability analysis of a six‐storey steel framed building, in line with the provisions of the Italian and European codes. Furthermore, it describes the application of TMDs on the test structure. The study also illustrates the environmental gains of this structural retrofitting tec
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Kaphle, Bimarsha, Wonsiri Punurai, and Arman Kakaie. "Reliability-based Assessment of Structural Steel Design Code of Nepal." 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.2025.0904.

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&lt;p&gt;This paper presents a probabilistic method to assess the reliability of Nepal’s structural steel design codes, considering the regional situation such as the statistical parameters for the loads and resistances that are of crucial importance in structural reliability assessment. In this analysis, the uncertainties associated with environmental loads, including wind and earthquake, are evaluated using data specific to Nepal. Several structural elements from a representative archetype in Nepal are subjected to a reliability assessment to evaluate potential safety deficiencies resulting
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Trifunovic, Marija, Ady Aviram, Eduardo Marín, and Victor Zayas. "Loss of Hospital Functionality Following Major Earthquakes." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0250.

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&lt;p&gt;Despite significant advances in seismic-resistant design codes for fixed-based, ductile structures, the recurring disruption of medical services and loss of hospital functionality following major earthquake disasters, due to both structural and nonstructural damage, underline the need of implementing enhanced structure design criteria and cutting-edge technologies – with seismic isolation as the leading seismic protection strategy – to reliably achieve seismic resiliency of these essential facilities. A brief overview of past hospital failures during select earthquakes are thus presen
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Abbas, Syed Ashraf. "A Review on Application of Machine Learning Techniques in Seismic Analysis of Timber Structures." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-5xmu1e.

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In the last two decades, great progress in Machine Learning can be seen in various fields of structural engineering including seismic analysis. This paper focuses on the cross-filed of Machine Learning (ML) and seismic engineering and provides an overview on different ML techniques been used in seismic analysis studies, compare these techniques and their application to study the seismic response of timber structures. The comparison of common supervised ML techniques in this paper are Multi Linear Regression, Regression Tree, Regression Forest, K Nearest Neighbor, Support Vector Regression and
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Salic, Radmila, Zoran Milutinovic, Daniel Tomic, Jovan Trajcevski, Mirko Dimitrovski, and Zabedin Neziri. "Seismic Hazard Zonation and Seismic Design Codes. A Regional Perspective." In 1st Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/1crocee.2021.184.

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Briseghella, Bruno, Junzhen Chen, Junqing Xue, Davide Lavorato, and Camillo Nuti. "Comparative study on seismic design and check of piers by Chinese and European Codes." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0505.

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&lt;p&gt;The function of bridges would be significantly influenced by the damage of piers during the earthquake, which would affect the rescue and reconstruction after the earthquake. Therefore, it is of great significance to carry out the comparative study on the seismic design and check of piers by the Chinese and European codes. The results show that the seismic design concepts of piers in the Chinese and European codes are the same. The behaviour factor and the seismic importance factor are used to reduce the seismic action in the European code and the Chinese code, respectively. For the c
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Zeynalov, L., I. Polukhov, and M. Gölalmş. "Comparison of Azerbaijan and other seismic codes." In ERES 2013. WIT Press, 2013. http://dx.doi.org/10.2495/eres130171.

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Jasim, Mustafa Layth, Ali Sadiq Resheq, and Layla A. Yassin. "Structural analysis of multi-story building affected by seismic loads with Iraqi seismic codes and different universal codes." In OIL AND GAS ENGINEERING (OGE-2022). AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0140971.

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Hassan, Waqar, Naveed Anwar, Pramin Norachan, and Fawad A. Najam. "The Seismic Performance Evaluation of RC High-rise Buildings Designed to Various Building Codes." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0427.

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&lt;p&gt;This study evaluates and compares the expected seismic performance of a high-rise building when designed according to various international building codes. Using a 40-story reinforced concrete (RC) case study building, the comparison among the three most widely used building codes (ACI 318/ASCE 7-10, BS 8110 and EC-2/EC-8) is presented in terms of structural design and seismic performance. The case study building has a dual structural system (moment-resisting frame and shear walls) and is assumed to be located in a highly active seismic region. First, its linear elastic model was crea
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"An Update on High-Strength Concrete Reinforcement In Current Codes." In SP-184: Developments of Seismic Steel Reinforcement Products & Systems. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5510.

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Reports on the topic "Seismic codes"

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Hale, Christie, Norman Abrahamson, and Yousef Bozorgnia. Probabilistic Seismic Hazard Analysis Code Verification. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2018. http://dx.doi.org/10.55461/kjzh2652.

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Over the past decade, the use of Probabilistic Seismic Hazard Analysis (PSHA) to assess seismic hazards has expanded, leading to the creation of a number of new PSHA computer codes throughout the industry. Additionally, recent seismic source and ground-motion characterization studies have led to more complex source and ground-motion models, which necessitate implementation in PSHA codes. This project was undertaken to update previous PSHA computer code verification efforts by running an expanded set of verification tests on codes currently in use for PSHA calculations. Following an announcemen
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Nienhuys, Sjoerd. Seismic building codes: global and regional overview. Evidence on Demand, 2016. http://dx.doi.org/10.12774/eod_hd.november2015.nienhuyss.

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Savy, J. B. Lawrence Livermore National Laboratory Probabilistic Seismic Hazard Codes Validation. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/15004907.

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Shirzaei, Manoochehr, Shubham Awasthi, Esther Oyedele, et al. Building Damage Assessment of the March 2025 Myanmar Earthquake. United Nations University Institute for Water, Environment and Health (UNU INWEH), 2025. https://doi.org/10.53328/inr24msir002.

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On March 28, 2025, a devastating 7.7 magnitude earthquake struck Myanmar, causing an estimated 3,600-5,350 fatalities and leaving around 200,000 people homeless. A rapid damage assessment by the United Nations University Institute for Water, Environment and Health (UNU-INWEH) utilized satellite radar data to analyze seven major cities, including Mandalay. The analysis estimated that over 157,000 buildings were likely damaged, with damage rates in the assessed cities ranging from 20% to 73%. The catastrophic losses are attributed to the widespread collapse of vulnerable structures, exacerbated
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Varma, Amit H. Improvement of Design Codes to Account for Accident Thermal Effects on Seismic Performance. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1470109.

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Alves, S., and C. Noble. Experimental Validation of LLNL Finite Element Codes for Nonlinear Seismic Simulations (Progress, Year 1 of 2). Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/900878.

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Wang and Cheng. L52193 Guidelines on Tensile Strain Limits. Pipeline Research Council International, Inc. (PRCI), 2004. http://dx.doi.org/10.55274/r0011134.

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There are no generally accepted industry standards that allow the determination of the maximum tensile strain limits of girth welds. Most ECA (Engineering Critical Assessment) codes are stress-based and cannot be used if the longitudinal strain is greater 0.5%. The objective of this project was to develop guidelines on tensile strain limits of pipeline girth welds as a part of the overall development of seismic design guidelines. The loading on pipelines from seismic events is largely displacement-controlled. Such loading can impose high longitudinal tensile strains on the girth welds of pipel
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Halchuk, S., and J. Adams. Third Generation seismic hazard model for Canada: grid values of hazard used with the 1985, 1990, and 1995 National Building Codes of Canada. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2017. http://dx.doi.org/10.4095/305906.

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Panek and Young. PR-312-12208-R02 Limitations and Costs Associated with Raising Existing RICE Stack Heights. Pipeline Research Council International, Inc. (PRCI), 2014. http://dx.doi.org/10.55274/r0010556.

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Modeling of actual and hypothetical compressor station facilities concluded increasing reciprocating engine stack height as one potential mitigation measure to reduce modeled impacts below the primary 1-hour NO2 National Ambient Air Quality Standards (NAAQS). Increasing stack heights to between 50-75 feet appears to offer considerable relief based on typical facility configurations (e.g., compressor house height, stack parameters). This white paper discusses potential stack design criteria to be considered when increasing existing exhaust stack heights or planning considerations for new units.
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Kolaj, M., S. Halchuk, and J. Adams. Sixth-generation seismic hazard model of Canada: grid values of mean hazard to be used with the 2020 National Building Code of Canada. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331497.

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Canada's 6th Generation seismic hazard model is the basis for the seismic design provisions in the 2020 National Building Code of Canada. The 2020 code uses mean ground motions of spectral acceleration at 0.2, 0.5, 1.0, 2.0, 5.0 and 10.0 second periods, peak acceleration and peak velocity for a variety of site conditions. Users of the 2020 code access seismic hazard values by using the 2020 National Building Code of Canada Seismic Hazard Tool which provides values for any site located in Canada. The online tool accomplishes this through the interpolation of a pre-calculated dataset. This Open
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