{"id":3940,"date":"2026-02-14T11:41:31","date_gmt":"2026-02-14T08:11:31","guid":{"rendered":"https:\/\/rcecwa.net\/en\/?page_id=3940"},"modified":"2026-02-14T11:43:34","modified_gmt":"2026-02-14T08:13:34","slug":"structural-engineering-reports","status":"publish","type":"page","link":"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/","title":{"rendered":"Structural Engineering Reports"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"3940\" class=\"elementor elementor-3940\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-83612a8 e-con-full e-flex e-con e-parent\" data-id=\"83612a8\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t<div class=\"elementor-element elementor-element-11fc82c e-con-full e-flex e-con e-child\" data-id=\"11fc82c\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-49071ed elementor-align-left elementor-widget elementor-widget-breadcrumbs\" data-id=\"49071ed\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"breadcrumbs.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div id=\"breadcrumbs\"><span><span><a href=\"https:\/\/rcecwa.net\/en\/\">Home<\/a><\/span><\/span><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-a6400b3 e-con-full e-flex e-con e-parent\" data-id=\"a6400b3\" data-element_type=\"container\" data-e-type=\"container\" data-settings=\"{&quot;shape_divider_top&quot;:&quot;arrow&quot;}\">\n\t\t\t\t<div class=\"elementor-shape elementor-shape-top\" aria-hidden=\"true\" data-negative=\"false\">\n\t\t\t<svg xmlns=\"http:\/\/www.w3.org\/2000\/svg\" viewBox=\"0 0 700 10\" preserveAspectRatio=\"none\">\n\t<path class=\"elementor-shape-fill\" d=\"M350,10L340,0h20L350,10z\"\/>\n<\/svg>\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-4bc85bf e-con-full e-flex e-con e-child\" data-id=\"4bc85bf\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div class=\"elementor-element elementor-element-0346e12 e-con-full e-flex e-con e-child\" data-id=\"0346e12\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t<div class=\"elementor-element elementor-element-c43b87c e-con-full e-flex e-con e-child\" data-id=\"c43b87c\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-33f50a0 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"33f50a0\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-101fa2f elementor-widget__width-auto elementor-widget elementor-widget-heading\" data-id=\"101fa2f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h1 class=\"elementor-heading-title elementor-size-default\">Structural Engineering Reports<\/h1>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-de4d084 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"de4d084\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-5b4a593 e-flex e-con-boxed e-con e-parent\" data-id=\"5b4a593\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7c9b9bc elementor-widget elementor-widget-shortcode\" data-id=\"7c9b9bc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"shortcode.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-shortcode\">\n<table id=\"tablepress-3\" class=\"tablepress tablepress-id-3\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">Title<\/th><th class=\"column-2\">PDF File<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">An Analytical Model to Consider Local and Global Effects of Solid Infills on Building Structures<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/An%20Analytical%20Model%20to%20Consider%20Local%20and%20Global%20Effects%20of%20Solid%20Infills%20on%20Building%20Structures.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">Analyzing the Seismic Behavior of Secondary Systems and Proposing Floor Design Response Spectra, Considering Primary Structure Inelastic Behavior and the Dynamic Interaction ...<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Analyzing%20the%20Seismic%20Behavior%20of%20Secondary%20Systems%20and%20Proposing%20Floor%20Design%20Response%20Spectra,%20Considering%20Primary%20Structure%20Inelastic%20Behavior%20and%20the%20Dynamic%20Interaction%20....pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">Experimental Study on the Behavior of a Retractable Viscous Dashpot and a Hydraulic Isolator<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Experimental%20Study%20on%20the%20Behavior%20of%20a%20Retractable%20Viscous%20Dashpot%20and%20a%20Hydraulic%20Isolator.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">A New Methodology for Seismic Collapse Risk Assessment of Mid-Rise Concrete Buildings<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/A%20New%20Methodology%20for%20Seismic%20Collapse%20Risk%20Assessment%20of%20Mid-Rise%20Concrete%20Buildings.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">Developing a Methodology for Seismic Collapse Probability Assessment of Midrise Steel Moment Resisting Frames<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Developing%20a%20Methodology%20for%20Seismic%20Collapse%20Probability%20Assessment%20of%20Midrise%20Steel%20Moment%20Resisting%20Frames.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">Study on Seismic Performance of Typical Highway Bridges in Iran Using Precast Bents and Accelerated Bridge Construction (ABC)<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Study%20on%20Seismic%20Performance%20of%20Typical%20Highway%20Bridges%20in%20Iran%20Using%20Precast%20Bents%20and%20Accelerated%20Bridge%20Construction%20(ABC).pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">Design and Manufacture of Hybrid Twophase Damper with SMA and Brake Pad<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Design%20and%20Manufacture%20of%20Hybrid%20Twophase%20Damper%20with%20SMA%20and%20Brake%20Pad.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">An Innovative Isolation System for Improving the Seismic Behavior of Liquid Storage Tanks<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/An%20Innovative%20Isolation%20System%20for%20Improving%20the%20Seismic%20Behavior%20of%20Liquid%20Storage%20Tanks.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">Strengthening of Masonry-Infilled Reinforced Concrete Frame Using Prefabricated Engineered Cementitious Composites Panels<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Strengthening%20of%20Masonry-Infilled%20Reinforced%20Concrete%20Frame%20Using%20Prefabricated%20Engineered%20Cementitious%20Composites%20Panels.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">Evaluation of Progressive Collapse Potential of a Steel Building Subjected to Two Columns Failure After Earthquakes<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Evaluation%20of%20Progressive%20Collapse%20Potential%20of%20a%20Steel%20Building%20Subjected%20to%20Two%20Columns%20Failure%20After%20Earthquakes.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">Seismic Risk Assessment of Lifeline Networks Using Extreme Value Theory<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Seismic%20Risk%20Assessment%20of%20Lifeline%20Networks%20Using%20Extreme%20Value%20Theory.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">Estimating Earthquake Intensity Measures Considering Spatial Correlations for Seismic Assessment of Lifeline Networks<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Estimating%20Earthquake%20Intensity%20Measures%20Considering%20Spatial%20Correlations%20for%20Seismic%20Assessment%20of%20Lifeline%20Networks.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">Risk-Targeted Design Spectrum for Iran<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Risk-Targeted%20Design%20Spectrum%20for%20Iran.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">Design and Construction of New Electromagnetic Variable Friction Damper for Semi-active Control of Structures<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Design%20and%20Construction%20of%20New%20Electromagnetic%20Variable%20Friction%20Damper%20for%20Semi-active%20Control%20of%20Structures.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">More Accurate Simulation of Seismic Performance of Water Network and its Effect on Calculation of Hydraulic Stability Time Based on Correction of Discharge Caused by Pipe Cracks ...<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/More%20Accurate%20Simulation%20of%20Seismic%20Performance%20of%20Water%20Network%20and%20its%20Effect%20on%20Calculation%20of%20Hydraulic%20Stability%20Time%20Based%20on%20Correction%20of%20Discharge%20Caused%20by%20Pipe%20Cracks%20....pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">Cyclic Behavior Modelling of High Strength Concrete Columns with Micro Silica<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Cyclic%20Behavior%20Modelling%20of%20High%20Strength%20Concrete%20Columns%20with%20Micro%20Silica.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\">Seismic Behavior and Mechanism of Load Transfer in the Connection of Studded Steel Coupling Beam to RC Shear Walls<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Seismic%20Behavior%20and%20Mechanism%20of%20Load%20Transfer%20in%20the%20Connection%20of%20Studded%20Steel%20Coupling%20Beam%20to%20RC%20Shear%20Walls.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">Time Delay Effect on Seismic Performance of Active Structural Control Systems<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Time%20Delay%20Effect%20on%20Seismic%20Performance%20of%20Active%20Structural%20Control%20Systems.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\">Study of the Confinement of the Reinforced High-Strength Concrete Columns with Hexagonal Chicken Wire<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Study%20of%20the%20Confinement%20of%20the%20Reinforced%20High-Strength%20Concrete%20Columns%20with%20Hexagonal%20Chicken%20Wire.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\">Development of Seismic Fragility Functions for Typical Highway Bridges in Iran<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Development%20of%20Seismic%20Fragility%20Functions%20for%20Typical%20Highway%20Bridges%20in%20Iran.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-22\">\n\t<td class=\"column-1\">Assessment of the Sufficiency and Necessity of the Conventionally Accepted Proposed Time Step for Nonlinear Structural Dynamic Analysis<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Assessment%20of%20the%20Sufficiency%20and%20Necessity%20of%20the%20Conventionally%20Accepted%20Proposed%20Time%20Step%20for%20Nonlinear%20Structural%20Dynamic%20Analysis.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-23\">\n\t<td class=\"column-1\">Seismic Behavior of Reentering Steel Shear Wall<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Seismic%20Behavior%20of%20Reentering%20Steel%20Shear%20Wall.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-24\">\n\t<td class=\"column-1\">Design of Mass Isolated Systems Based on Stability Margin and Recurrent Switching Technique<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Design%20of%20Mass%20Isolated%20Systems%20Based%20on%20Stability%20Margin%20and%20Recurrent%20Switching%20Technique.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-25\">\n\t<td class=\"column-1\">Damage Detection in Three-Dimensional Frames by Use of Rotational Components of Mode Shapes<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Damage%20Detection%20in%20Three-Dimensional%20Frames%20by%20Use%20of%20Rotational%20Components%20of%20Mode%20Shapes.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-26\">\n\t<td class=\"column-1\">Development of an Analytical and Experimental Model to Estimate Human Casualty Due to the Collapse of Non-Engineering Buildings in an Earthquake<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Development%20of%20an%20Analytical%20and%20Experimental%20Model%20to%20Estimate%20Human%20Casualty%20Due%20to%20the%20Collapse%20of%20Non-Engineering%20Buildings%20in%20an%20Earthquake.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-27\">\n\t<td class=\"column-1\">Experimental Evaluation of Cyclic Behavior of Concrete Filled Steel Battened Columns<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Experimental%20Evaluation%20of%20Cyclic%20Behavior%20of%20Concrete%20Filled%20Steel%20Battened%20Columns.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-28\">\n\t<td class=\"column-1\">Investigation on Dynamic Transfer Functions to Estimate Internal Strains Imposed on Rectangular Cross-Section Underground Structures Due to Shear Wave<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Investigation%20on%20Dynamic%20Transfer%20Functions%20to%20Estimate%20Internal%20Strains%20Imposed%20on%20Rectangular%20Cross-Section%20Underground%20Structures%20Due%20to%20Shear%20Wave.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-29\">\n\t<td class=\"column-1\">A New Finite Element Model Updating Method Using Combination of Direct and Iterative Method<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/A%20New%20Finite%20Element%20Model%20Updating%20Method%20Using%20Combination%20of%20Direct%20and%20Iterative%20Method.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-30\">\n\t<td class=\"column-1\">Passive Control of an Arch Steel Bridge Under Severe Moving Loads and Strong Ground Motions with Vertical Components<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Passive%20Control%20of%20an%20Arch%20Steel%20Bridge%20Under%20Severe%20Moving%20Loads%20and%20Strong%20Ground%20Motions%20with%20Vertical%20Components.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-31\">\n\t<td class=\"column-1\">Evaluation of the Mechanical Properties of Polymer Concrete Under Monotonic and Cyclic Loadings Used in Polymer Concrete Pipes<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Evaluation%20of%20the%20Mechanical%20Properties%20of%20Polymer%20Concrete%20Under%20Monotonic%20and%20Cyclic%20Loadings%20Used%20in%20Polymer%20Concrete%20Pipes.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-32\">\n\t<td class=\"column-1\">Development of Physical Vulnerability, Risk and Resilience Model of Electricity Grid Network Subjected to Earthquake (Case Study Qom Power Grid Network)<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Development%20of%20Physical%20Vulnerability,%20Risk%20and%20Resilience%20Model%20of%20Electricity%20Grid%20Network%20Subjected%20to%20Earthquake%20(Case%20Study%20Qom%20Power%20Grid%20Network).pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-33\">\n\t<td class=\"column-1\">Investigating the Behavior of Non Structural Components in the Bam Earthquake<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Investigating%20the%20Behavior%20of%20Non%20Structural%20Components%20in%20the%20Bam%20Earthquake.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-34\">\n\t<td class=\"column-1\">Analytical-Technical and Economic Evaluation of Seismic Retrofit Techniques for an Existing Highway Bridge<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Analytical-Technical%20and%20Economic%20Evaluation%20of%20Seismic%20Retrofit%20Techniques%20for%20an%20Existing%20Highway%20Bridge.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-35\">\n\t<td class=\"column-1\">Development of Analytical Seismic Fragility Functions for the Common Buildings in Iran<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Development%20of%20Analytical%20Seismic%20Fragility%20Functions%20for%20the%20Common%20Buildings%20in%20Iran.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-36\">\n\t<td class=\"column-1\">Vulnerability Study of Gas Transmission Pipelines Subjected to Landslide<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Vulnerability%20Study%20of%20Gas%20Transmission%20Pipelines%20Subjected%20to%20Landslide.pdf\">Download<\/a><\/td>\n<\/tr>\n<tr class=\"row-37\">\n\t<td class=\"column-1\">Improve the Seismic Behavior of Connections in Pre-fabricated Concrete Structures with Side Plates<\/td><td class=\"column-2\"><a href=\"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2026\/01\/Improve%20the%20Seismic%20Behavior%20of%20Connections%20in%20Pre-fabricated%20Concrete%20Structures%20with%20Side%20Plates.pdf\">Download<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-3 from cache --><\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Structural Engineering Reports<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":3845,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-3940","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Structural Engineering Reports - Regional Education and Research Center on Earthquake Risk Management and Resilience<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Structural Engineering Reports - Regional Education and Research Center on Earthquake Risk Management and Resilience\" \/>\n<meta property=\"og:description\" content=\"Structural Engineering Reports\" \/>\n<meta property=\"og:url\" content=\"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/\" \/>\n<meta property=\"og:site_name\" content=\"Regional Education and Research Center on Earthquake Risk Management and Resilience\" \/>\n<meta property=\"article:modified_time\" content=\"2026-02-14T08:13:34+00:00\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"1 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/technical-reports\\\/structural-engineering-reports\\\/\",\"url\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/technical-reports\\\/structural-engineering-reports\\\/\",\"name\":\"Structural Engineering Reports - Regional Education and Research Center on Earthquake Risk Management and Resilience\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/#website\"},\"datePublished\":\"2026-02-14T08:11:31+00:00\",\"dateModified\":\"2026-02-14T08:13:34+00:00\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/technical-reports\\\/structural-engineering-reports\\\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/rcecwa.net\\\/en\\\/technical-reports\\\/structural-engineering-reports\\\/\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/technical-reports\\\/structural-engineering-reports\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Technical Reports\",\"item\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/technical-reports\\\/\"},{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Structural Engineering Reports\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/#website\",\"url\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/\",\"name\":\"Regional Education and Research Center on Earthquake Risk Management and Resilience\",\"description\":\"Focused on Disaster Risk Mitigation and Management\",\"publisher\":{\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/#organization\"},\"alternateName\":\"Category 2 Center under the auspices of UNESCO\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/#organization\",\"name\":\"Regional Education and Research Center on Earthquake Risk Management and Resilience\",\"alternateName\":\"Category 2 Center under the auspices of UNESCO\",\"url\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/#\\\/schema\\\/logo\\\/image\\\/\",\"url\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/wp-content\\\/uploads\\\/2023\\\/10\\\/final1-.png\",\"contentUrl\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/wp-content\\\/uploads\\\/2023\\\/10\\\/final1-.png\",\"width\":1630,\"height\":649,\"caption\":\"Regional Education and Research Center on Earthquake Risk Management and Resilience\"},\"image\":{\"@id\":\"https:\\\/\\\/rcecwa.net\\\/en\\\/#\\\/schema\\\/logo\\\/image\\\/\"}}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Structural Engineering Reports - Regional Education and Research Center on Earthquake Risk Management and Resilience","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/","og_locale":"en_US","og_type":"article","og_title":"Structural Engineering Reports - Regional Education and Research Center on Earthquake Risk Management and Resilience","og_description":"Structural Engineering Reports","og_url":"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/","og_site_name":"Regional Education and Research Center on Earthquake Risk Management and Resilience","article_modified_time":"2026-02-14T08:13:34+00:00","twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"1 minute"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/","url":"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/","name":"Structural Engineering Reports - Regional Education and Research Center on Earthquake Risk Management and Resilience","isPartOf":{"@id":"https:\/\/rcecwa.net\/en\/#website"},"datePublished":"2026-02-14T08:11:31+00:00","dateModified":"2026-02-14T08:13:34+00:00","breadcrumb":{"@id":"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/rcecwa.net\/en\/technical-reports\/structural-engineering-reports\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/rcecwa.net\/en\/"},{"@type":"ListItem","position":2,"name":"Technical Reports","item":"https:\/\/rcecwa.net\/en\/technical-reports\/"},{"@type":"ListItem","position":3,"name":"Structural Engineering Reports"}]},{"@type":"WebSite","@id":"https:\/\/rcecwa.net\/en\/#website","url":"https:\/\/rcecwa.net\/en\/","name":"Regional Education and Research Center on Earthquake Risk Management and Resilience","description":"Focused on Disaster Risk Mitigation and Management","publisher":{"@id":"https:\/\/rcecwa.net\/en\/#organization"},"alternateName":"Category 2 Center under the auspices of UNESCO","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/rcecwa.net\/en\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"},{"@type":"Organization","@id":"https:\/\/rcecwa.net\/en\/#organization","name":"Regional Education and Research Center on Earthquake Risk Management and Resilience","alternateName":"Category 2 Center under the auspices of UNESCO","url":"https:\/\/rcecwa.net\/en\/","logo":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/rcecwa.net\/en\/#\/schema\/logo\/image\/","url":"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2023\/10\/final1-.png","contentUrl":"https:\/\/rcecwa.net\/en\/wp-content\/uploads\/2023\/10\/final1-.png","width":1630,"height":649,"caption":"Regional Education and Research Center on Earthquake Risk Management and Resilience"},"image":{"@id":"https:\/\/rcecwa.net\/en\/#\/schema\/logo\/image\/"}}]}},"_links":{"self":[{"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/pages\/3940","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/comments?post=3940"}],"version-history":[{"count":4,"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/pages\/3940\/revisions"}],"predecessor-version":[{"id":3944,"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/pages\/3940\/revisions\/3944"}],"up":[{"embeddable":true,"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/pages\/3845"}],"wp:attachment":[{"href":"https:\/\/rcecwa.net\/en\/wp-json\/wp\/v2\/media?parent=3940"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}