{"id":1153,"date":"2020-06-14T02:40:57","date_gmt":"2020-06-14T02:40:57","guid":{"rendered":"http:\/\/quakeadvice.org\/?page_id=1153"},"modified":"2026-05-05T02:25:15","modified_gmt":"2026-05-05T02:25:15","slug":"publications-download","status":"publish","type":"page","link":"https:\/\/quakeadvice.org\/index.php\/publications-download\/","title":{"rendered":"Publications download"},"content":{"rendered":"\n\n\t<h2><strong>General<\/strong>:<\/h2>\n<h2>1.0 Professional Guide &#8211; Design of Buildings and Structures in Low to Moderate Seismicity Regions<\/h2>\n<p>Many of the publications below were book chapters taken from a guidebook published in 2018.<\/p>\n<p><a href=\"https:\/\/www.polyu.edu.hk\/cnerc-steel\/images\/publications\/pg002.pdf\" target=\"_blank\" rel=\"noopener\"><img data-recalc-dims=\"1\" fetchpriority=\"high\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2020\/06\/Book-cover.jpg?resize=315%2C219\" alt=\"\" width=\"315\" height=\"219\" \/><\/a><\/p>\n<p>Interested viewers can download the whole book for free at<a href=\"https:\/\/www.polyu.edu.hk\/cnercsteel\/-\/media\/department\/cnercsteel\/publication\/professional-guide\/pg002.pdf\" target=\"_blank\" rel=\"noopener\"> https:\/\/www.polyu.edu.hk\/cnercsteel\/-\/media\/department\/cnercsteel\/publication\/professional-guide\/pg002.pdf<\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/p>\n<p>The relevant chapters are made available in QuakeAdvice.<\/p>\n<p>&nbsp;<\/p>\n<h2><strong>2.0 Design and Assessment of Bridges in Regions of Low to Moderate Seismicity<\/strong><\/h2>\n<p>For bridge engineers, a guidebook published in 2019 is recommended.<\/p>\n<p><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2020\/07\/CIC_bridge-reference.png?resize=298%2C300\" alt=\"\" width=\"298\" height=\"300\" \/><\/p>\n<p>Francis T.K. Au, Ting Huang, Jiang Yi, Ce Li, Nelson T.K. Lam and Rui-juan Jiang, Design and Assessment of Bridges in Regions of Low to Moderate Seismicity &#8211; The Hong Kong Context, Construction Industry Council, 2019.<\/p>\n<p>Interested viewers can download the whole book for free at<\/p>\n<p><a href=\"https:\/\/www2.cic.hk\/files\/page\/10389\/20250512%20CIC_Reference%20Material_Francis%20TK%20AU%20(Revised).pdf\">https:\/\/www2.cic.hk\/files\/page\/10389\/20250512%20CIC_Reference%20Material_Francis%20TK%20AU%20(Revised).pdf<\/a><\/p>\n<p><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/p>\n<p>&nbsp;<\/p>\n<h2><strong>3.0 AS 1170.4-2007 Commentary (2021)<\/strong><\/h2>\n<p>Structural Design Actions Part 4: Earthquake Actions in Australia 2nd Edition (2021). ISBN 978-0-9876356-4-8<\/p>\n<p><img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2022\/02\/AS1170.4-2021-front-page.jpg?resize=321%2C319\" alt=\"\" width=\"321\" height=\"319\" \/><\/p>\n<p>&nbsp;<\/p>\n<p>Interested viewers can download the whole book for <a href=\"https:\/\/aees.org.au\/as-1170-4\/\" target=\"_blank\" rel=\"noopener\">free at this link<\/a><img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/p>\n<p>&nbsp;<\/p>\n<h2><strong>4.0 IStructE &#8211; Examples for the seismic design of steel and concrete buildings to Eurocode 8<\/strong><\/h2>\n<p>Simple design calculations for basic steel and concrete elements for buildings within the scope of BS EN 1998.<\/p>\n<p><img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2022\/03\/IStructE-example-209x300.jpg?resize=248%2C356\" alt=\"\" width=\"248\" height=\"356\" \/><\/p>\n<p>Interested viewers can purchase the book at <a href=\"https:\/\/www.istructe.org\/resources\/guidance\/examples-eurocode-8-seismic-design\/\" target=\"_blank\" rel=\"noopener\">https:\/\/www.istructe.org\/resources\/guidance\/examples-eurocode-8-seismic-design\/<\/a><\/p>\n<p>&nbsp;<\/p>\n<h2><strong>On seismic actions fundamentals<\/strong>:<\/h2>\n<h4>General overview<\/h4>\n<ol>\n<li>Tsang, H.H. and Lam, N.T.K. (2018). Chapter 3: &#8220;<strong>Earthquake Loading Characterisation for Regions of Low to Moderate Seismicity<\/strong>&#8220;, in Lam &amp; Chan (Eds.), <em>Guideline on Design of Buildings and Structures in Low-to-moderate Seismicity Countries<\/em>. Professional Guide: PG-002, Chinese National Engineering Research Centre for Steel Construction (Hong Kong branch, The Hong Kong Polytechnic University). (link: <a href=\"http:\/\/quakeadvice.org\/wp-content\/uploads\/2020\/06\/2018_Chapter-3.pdf\" target=\"_blank\" rel=\"noopener\">2018_Chapter 3<\/a>)<br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<li>Looi, D.T.W.; Tsang, H.H. and Lam, N.T.K. (2019). &#8220;<strong>The Malaysian Seismic Design Code: Lessons learnt<\/strong>&#8220;, <em>Proceedings of the 2019 Pacific Conference on Earthquake Engineering<\/em>, April 04-06, Auckland, New Zealand. (link: <a href=\"http:\/\/db.nzsee.org.nz\/2019\/Oral\/11C.05%20Looi.pdf\" target=\"_blank\" rel=\"noopener\">http:\/\/db.nzsee.org.nz\/2019\/Oral\/11C.05%20Looi.pdf<\/a>; or <a href=\"https:\/\/www.researchgate.net\/publication\/333078631_The_Malaysian_Seismic_Design_Code_Lessons_learnt\" target=\"_blank\" rel=\"noopener\">https:\/\/www.researchgate.net\/publication\/333078631_The_Malaysian_Seismic_Design_Code_Lessons_learnt<\/a>)<br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<li>Looi, D.T.W.; H.H. Tsang and Lam, N.T.K. (2021). &#8220;<strong>Developing Earthquake Resistant Structural Design Standard for Malaysia Based on Eurocode 8: Challenges and Recommendations<\/strong>&#8220;, Standards, 2(1), 134-153.<br \/>\n<a href=\"https:\/\/doi.org\/10.3390\/standards1020012\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.3390\/standards1020012<\/a><br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<\/ol>\n\n<h4>Topic A: Response spectrum modelling<\/h4>\n<ol>\n<li>Looi, D.T.W.; Tsang, H.H.; Hee, M.C. and Lam, N.T.K. (2018). &#8220;<strong>Seismic Hazard and Response Spectrum Modelling for Malaysia and Singapore<\/strong>&#8220;, <em>Earthquakes and Structures<\/em>, 15(1), pp. 67-79. DOI 10.12989\/eas.2018.15.1.067<br \/>\n(link: <a href=\"https:\/\/www.researchgate.net\/publication\/326507424_Seismic_Hazard_and_Response_Spectrum_Modelling_for_Malaysia_and_Singapore\" target=\"_blank\" rel=\"noopener\">2018_EAS_Looietal_SeismicmodellingMalaysiaSingapore<\/a>)<\/li>\n<li>Lam, N.T.K., Tsang, H.H., Lumantarna, E. &amp; Wilson, J.L. (2016), &#8220;<strong>Minimum loading requirements for areas of low seismicity<\/strong>&#8220;, <em>Earthquakes and Structures<\/em>, 11(4): 539-561. DOI <a href=\"https:\/\/doi.org\/10.12989\/eas.2018.15.1.067\" target=\"_blank\" rel=\"noopener\">10.12989\/eas.2016.11.4.539<\/a><\/li>\n<\/ol>\n<h4>Topic B: Site soil amplifications modelling<\/h4>\n<ol>\n<li>Looi, D.T.W.; Tsang, H.H.; Lam, N.T.K. and Hee, M.C. (2018). Chapter 12.2: &#8220;<strong>Site classification scheme and response spectrum models for Malaysia<\/strong>&#8220;, in Lam &amp; Chan (Eds.), <em>Guideline on Design of Buildings and Structures in Low-to-moderate Seismicity Countries<\/em>. Professional Guide: PG-002, Chinese National Engineering Research Centre for Steel Construction (Hong Kong branch, The Hong Kong Polytechnic University) (link: <a href=\"http:\/\/quakeadvice.org\/wp-content\/uploads\/2020\/06\/2018_Chapter-12.2.pdf\" target=\"_blank\" rel=\"noopener\">2018_Chapter 12.2<\/a>)<br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<li>Looi, D.T.W.; Lim, E.P. and Hee, M.C. (2018). Chapter 7: &#8220;<strong>A case study of code compliant design of buildings in regions of low-to-moderate seismicity<\/strong>&#8220;, in Lam &amp; Chan (Eds.), <em>Guideline on Design of Buildings and Structures in Low-to-moderate Seismicity Countries<\/em>. Professional Guide: PG-002, Chinese National Engineering Research Centre for Steel Construction (Hong Kong branch, The Hong Kong Polytechnic University). (link: <a href=\"http:\/\/quakeadvice.org\/wp-content\/uploads\/2020\/06\/2018_Chapter-7.pdf\" target=\"_blank\" rel=\"noopener\">2018_Chapter 7<\/a>)<br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<li>Tsang, H.H., Wilson, J.L., Lam, N.T.K. &amp; Su, R.K.L. (2017), &#8220;<strong>A design spectrum model for flexible soil sites in regions of low-to-moderate seismicity<\/strong>&#8220;, <em>Soil Dynamics and Earthquake Engineering<\/em>, 92: 36-45. <a href=\"https:\/\/doi.org\/10.1016\/j.soildyn.2016.09.035\" target=\"_blank\" rel=\"noopener\">DOI 10.1016\/j.soildyn.2016.09.035<\/a><\/li>\n<li>Tsang, H.H., Wilson, J.L. &amp; Lam, N.T.K. (2017), &#8220;<strong>A refined design spectrum model for regions of lower seismicity<\/strong>&#8220;, <em>Australian Journal of Structural Engineering<\/em>, 18(1): 3-10. DOI <a href=\"https:\/\/doi.org\/10.1080\/13287982.2017.1297529\" target=\"_blank\" rel=\"noopener\">10.1080\/13287982.2017.1297529<\/a><\/li>\n<\/ol>\n\t\t\t<a href=\"http:\/\/quakeadvice.org\/index.php\/seismic-actions\/\" target=\"_self\"  role=\"button\">\n\t\t\t\t\t\tWatch videos on seismic action fundamentals\n\t\t<\/a>\n\t<h2>On seismic analysis techniques:<\/h2>\n<h4>Global analysis<\/h4>\n<ol>\n<li>Lam, N.T.K., Wilson, J.L., and Lumantarna, E. (2010). &#8220;<strong>Modelling Seismically Induced Storey Drift in Buildings<\/strong>&#8220;, \u00a0<em>Structural Engineering &amp; Mechanics<\/em>, 35(4): 459-478. <a href=\"https:\/\/doi.org\/10.12989\/sem.2010.35.4.459\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.12989\/sem.2010.35.4.459<\/a><\/li>\n<li>Lam, N.T.K. (2011), &#8220;<strong>Use of Spreadsheets for Analyses in Structural Engineering<\/strong>&#8220;, <em>Applications of Spreadsheets in Education: The Amazing Power of a Simple Tool<\/em>, (Ed. Sugen, S. &amp; Kwan, M.), Bentham Science Publisher : Chapter 2, 16-40. <a href=\"https:\/\/doi.org\/10.2174\/978160805276911101010018\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.2174\/978160805276911101010018<\/a><\/li>\n<li>Looi, D.T.W.; Lim, E.P. and Hee, M.C. (2018). Chapter 7: &#8220;<strong>A case study of code compliant design of buildings in regions of low-to-moderate seismicity<\/strong>&#8220;, in Lam &amp; Chan (Eds.), <em>Guideline on Design of Buildings and Structures in Low-to-moderate Seismicity Countries<\/em>. Professional Guide: PG-002, Chinese National Engineering Research Centre for Steel Construction (Hong Kong branch, The Hong Kong Polytechnic University) (link: <a href=\"http:\/\/quakeadvice.org\/wp-content\/uploads\/2020\/06\/2018_Chapter-7.pdf\" target=\"_blank\" rel=\"noopener\">2018_Chapter 7<\/a>)<br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<li>Khatiwada, P.; Lumantarna E.; Lam, N.T.K. and Looi, D.T.W. (2021). &#8220;<strong>Fast Checking of Drift Demand in Multi-Storey Buildings with Asymmetry<\/strong>&#8220;, <em>Buildings<\/em>, 11(1). <a href=\"https:\/\/doi.org\/10.3390\/buildings11010013\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.3390\/buildings11010013<\/a>.<br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<li>Khatiwada, P. and Lumantarna E. (2021). &#8220;<strong>Simplified Method of Determining Torsional Stability of the Multi-Storey Reinforced Concrete Buildings<\/strong>&#8220;, <em>CivilEng<\/em>, 2(2). <a href=\"https:\/\/doi.org\/10.3390\/civileng2020016\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.3390\/civileng2020016<\/a>.<br \/>\n<img data-recalc-dims=\"1\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=59%2C59\" alt=\"\" width=\"59\" height=\"59\" \/><\/li>\n<\/ol>\n\n<h4>RC members modelling and analysis<\/h4>\n<ol>\n<li>Lam, N.T.K., Wilson, J.L. and Lumantarna, E. (2011). &#8220;<strong>Force-Deformation Behaviour Modelling of Cracked Reinforced Concrete by EXCEL spreadsheets<\/strong>&#8220;, Invited paper in Special Issue entitled Computing Technologies and Concrete Structures in<em> Computers and Concrete<\/em>. 8(1): 43 &#8211; 57. <a href=\"https:\/\/doi.org\/10.12989\/cac.2011.8.1.043\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.12989\/cac.2011.8.1.043<\/a><\/li>\n<li>Menegon, Scott J; Wilson, John L; Lam, Nelson TK and Gad, Emad F (2020) &#8220;<strong>Development of a user-friendly and transparent non-linear analysis program for RC walls<\/strong>&#8220;.\u00a0<em>Computers and Concrete<\/em>, 25(4):327-341. <a href=\"https:\/\/doi.org\/10.12989\/cac.2020.25.4.327\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.12989\/cac.2020.25.4.327<\/a><\/li>\n<\/ol>\n\t<h2>On seismic design:<\/h2>\n<ol>\n<li>Lam, N.T.K.; Tsang, H.H. and Li, S. (2025). &#8220;<strong>Inter-storey drift and storey shear forces in rocking isolated buildings<\/strong>&#8220;, <em>Structures<\/em>, 78. <a href=\"https:\/\/doi.org\/10.1016\/j.istruc.2025.109274\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1016\/j.istruc.2025.109274<\/a><br \/>\n<img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=63%2C63\" alt=\"\" width=\"63\" height=\"63\" \/><\/li>\n<li>Looi, D.T.W.; Tsang, H.H. and Lam, N.T.K. (2020). &#8220;<strong>Simplifying Eurocode 8 Ductile Detailing Rules for Reinforced Concrete Structures<\/strong>&#8220;, <em>17th World Conference on Earthquake Engineering<\/em>, 17WCEE 2021, September 13-18 (rescheduled to 2021), Sendai, Japan. (link: <a href=\"https:\/\/www.researchgate.net\/publication\/344395719_SIMPLIFYING_EUROCODE_8_DUCTILE_DETAILING_RULES_FOR_REINFORCED_CONCRETE_STRUCTURES\" target=\"_blank\" rel=\"noopener\">https:\/\/www.researchgate.net\/publication\/344395719_SIMPLIFYING_EUROCODE_8_DUCTILE_DETAILING_RULES_FOR_REINFORCED_CONCRETE_STRUCTURES<\/a>)<\/li>\n<li>Menegon, S.J.; Wilson, J.L.; Lam, N.T.K. and McBean, P. (2017). &#8220;<strong>RC walls in Australia: seismic design and detailing <\/strong><strong>to AS 1170.4 and AS 3600<\/strong>&#8220;,\u00a0<em>Australian Journal of Structural Engineering<\/em>, 19(1), 67-84. <a href=\"https:\/\/doi.org\/10.1080\/13287982.2017.1410309\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1080\/13287982.2017.1410309<\/a><br \/>\n<img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=63%2C63\" alt=\"\" width=\"63\" height=\"63\" \/><\/li>\n<li>Mehair, Y.; Looi, D.T.W.; Lam, N.T.K. and Wilson, J.L. (published online 2021, in press). &#8220;<strong>Seismic Response Modification Factors for buildings featuring a gravity transfer system by Incremental Dynamic Analyses<\/strong>&#8220;, Journal of Earthquake Engineering. <a href=\"https:\/\/doi.org\/10.1080\/13632469.2021.1964644\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.1080\/13632469.2021.1964644<\/a><\/li>\n<\/ol>\n\t<h2>On site-specific seismic design of buildings:<\/h2>\n<p><img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=63%2C63\" alt=\"\" width=\"63\" height=\"63\" \/><img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=63%2C63\" alt=\"\" width=\"63\" height=\"63\" \/><img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=63%2C63\" alt=\"\" width=\"63\" height=\"63\" \/><img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=63%2C63\" alt=\"\" width=\"63\" height=\"63\" \/><img data-recalc-dims=\"1\" loading=\"lazy\" decoding=\"async\" src=\"https:\/\/i0.wp.com\/quakeadvice.org\/wp-content\/uploads\/2021\/05\/free.png?resize=63%2C63\" alt=\"\" width=\"63\" height=\"63\" \/><\/p>\n<ol>\n<li>Hu, Y.W.; Lam, N.T.K.; Khatiwada, P.; Menegon, S.J. and Looi, D.T.W. (2021). &#8220;<strong>Site-Specific Response Spectra: Guidelines for Engineering Practice<\/strong>&#8220;, <em>CivilEng<\/em>, 2(3): 712-735. DOI <a href=\"https:\/\/doi.org\/10.3390\/civileng2030039\" target=\"_blank\" rel=\"noopener\">10.3390\/civileng2030039<\/a><\/li>\n<\/ol>\n<p>These open-access articles are part of the Special Issue in <a href=\"https:\/\/www.mdpi.com\/journal\/civileng\/special_issues\/seismic_design_buildings\" target=\"_blank\" rel=\"noopener\">CivilEng<\/a>. The Guest Editors are Prof. Nelson Lam and Dr Elisa Lumantarna.<\/p>\n<ol>\n<li>\n<ol>\n<li>Hu, Y.; Khatiwada, P.; Tsang, H.-H.; Menegon, S. <strong>Site-Specific Response Spectra and Accelerograms on Bedrock and Soil Surface<\/strong>. <em>CivilEng<\/em>\u00a02023,\u00a0<em>4<\/em>, 311-332. <a href=\"https:\/\/doi.org\/10.3390\/civileng4010018\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.3390\/civileng4010018<\/a><\/li>\n<li>Hu, Y.; Lam, N.; Khatiwada, P.; Tsang, H.-H.; Menegon, S. <strong>Generation of Site-Specific Accelerograms and Response Spectra Involving Sampling Information from Borehole Records<\/strong>.\u00a0<em>CivilEng<\/em>\u00a02023,\u00a0<em>4<\/em>, 827-855. <a href=\"https:\/\/doi.org\/10.3390\/civileng4030046\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.3390\/civileng4030046<\/a><\/li>\n<li>Khatiwada, P.; Hu, Y.; Lumantarna, E.; Menegon, S.J. <strong>Dynamic Modal Analyses of Building Structures Employing Site-Specific Response Spectra Versus Code Response Spectrum Models<\/strong>.\u00a0<em>CivilEng<\/em>\u00a02023,\u00a0<em>4<\/em>, 134-150. <a href=\"https:\/\/doi.org\/10.3390\/civileng4010009\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.3390\/civileng4010009<\/a><\/li>\n<li>Khatiwada, P.; Hu, Y.; Lam, N.; Menegon, S.J. <strong>Nonlinear Dynamic Analyses Utilising Macro-Models of Reinforced Concrete Building Structures and Site-Specific Accelerograms<\/strong>.\u00a0<em>CivilEng<\/em>\u00a02023,\u00a0<em>4<\/em>, 881-900. <a href=\"https:\/\/doi.org\/10.3390\/civileng4030048\" target=\"_blank\" rel=\"noopener\">https:\/\/doi.org\/10.3390\/civileng4030048<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<p>&nbsp;<\/p>\n\n","protected":false},"excerpt":{"rendered":"<p>General: 1.0 Professional Guide &#8211; Design of Buildings and Structures in Low to Moderate Seismicity Regions Many of the publications below were book chapters taken from a guidebook published in 2018. Interested viewers can download the whole book for free at https:\/\/www.polyu.edu.hk\/cnercsteel\/-\/media\/department\/cnercsteel\/publication\/professional-guide\/pg002.pdf The relevant chapters are made available in QuakeAdvice. &nbsp; 2.0 Design and Assessment &hellip; <a href=\"https:\/\/quakeadvice.org\/index.php\/publications-download\/\">Continue reading <span class=\"meta-nav\">&rarr;<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":6,"comment_status":"closed","ping_status":"closed","template":"template-full-width.php","meta":{"_monsterinsights_skip_tracking":false,"_monsterinsights_sitenote_active":false,"_monsterinsights_sitenote_note":"","_monsterinsights_sitenote_category":0,"footnotes":""},"class_list":["post-1153","page","type-page","status-publish","hentry"],"jetpack_sharing_enabled":true,"_links":{"self":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1153","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/comments?post=1153"}],"version-history":[{"count":51,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1153\/revisions"}],"predecessor-version":[{"id":2161,"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/pages\/1153\/revisions\/2161"}],"wp:attachment":[{"href":"https:\/\/quakeadvice.org\/index.php\/wp-json\/wp\/v2\/media?parent=1153"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}