Description:This polygon feature layer represents ground snow load values (in pounds per square foot, psf) across the United States, derived from the ASCE 7-22 Hazard Tool, hosted by the American Society of Civil Engineers (ASCE). The data originates from the ASCE 7-22 Standard, which provides updated environmental hazard data used in structural design and engineering. This feature layer is also part of the ASCE Hazard Tool Recreation in Experience Builder.Each polygon represents a zone with a consistent ground snow load value, based on probabilistic analysis and climate data curated for ASCE 7-22. These values are intended for use in structural engineering applications where accurate snow load determination is necessary for code-compliant building design.Data Source:The underlying data is sourced from the ASCE 7-22 Hazard Tool and accessed via the ASCE ArcGIS REST Service:https://gis.asce.org/arcgis/rest/services/ASCE722Units:All snow load values are given in pounds per square foot (psf).Usage Notes:This dataset is for informational and planning purposes only. Users should refer to the official ASCE 7-22 documentation or consult a licensed engineer for code-compliant design decisions. In certain complex terrain or microclimate areas, site-specific analysis may still be required.Credits:American Society of Civil Engineers (ASCE)

Traffic analytics, rankings, and competitive metrics for asce.org as of September 2025

This technical report aims to provide detailed information on the results of Stage I of the methodology used to find references that are potentially relevant to the topic “Core Competencies for Construction Project Management.” In Stage I, potentially relevant references were searched using the American Society of Civil Engineers (ASCE) Library. In the ASCE Library, “advanced search” was used to find applicable references via specific search terms, topics and publication dates. For topics, the term “construction” was used. The option “title” was checked to specify where to look for search terms. The search terms used included competencies, competence, skill, capability, knowledge, project manager, project management, construction management, and engineering management. For more representative results, the search was restricted to references inclusively published from 1988 to 2019. When more than one chapter of a book was found, instead of counting all the chapters found, the book was counted as one single reference. In such cases, the book title might exclude all the search terms used. If the same reference was found under different search terms, it was numbered only one time when counting the total number of references initially found. This process resulted in 2,102 references retrieved from the ASCE Library (Table 1 to Table 16). In the following Tables, “Selected: Yes” indicates that the initially-retrieved reference was ultimately selected for content analysis, and “Selected: No” means that the reference was not selected for content analysis.

This dataverse includes the ground motion database selected and scaled to be representative of downtown LA. These ground motions were originally selected and scaled in the study "Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16" to be published in the ASCE Journal of Structural Engineering. The database includes 40 ground motions with scale factors at the MCE and DBE level hazards. The ground motions are selected and scaled to match the target UHS of ASCE 7-16 over long range of periods within the 0.13s – 5.0s, with limited dispersion. As such, they can be used for performance assessments of different structures with different period ranges. When used please refer to the original publications: 1. Mortazavi, P., Kwon, O., Christopoulos. C (2024). Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16, ASCE Journal of Structural Engineering. DOI: 10.1061/JSENDH/STENG-13093 2. Mortazavi, P. (2023). Large-Scale Experimental Validation and Design of Resilient EBFs with Cast Steel Replaceable Modular Yielding Links, PhD Dissertation, University of Toronto.

For evaluating and retrofitting existing buildings to resist earthquakes, the 2023 ASCE/SEI 41 Standard provides Basic Safety Earthquake spectral response accelerations at four levels (BSE-1N, BSE-2N, BSE-1E, and BSE-2E). This data release covers BSE-1E and BSE-2E spectral response accelerations for sites outside of the conterminous United States. For sites in the conterminous U.S., BSE-1E and BSE-2E values are provided via the USGS National Seismic Hazard Model Static Hazard Curve Services. BSE-1N and BSE-2N values for all sites are provided via the ASCE 7-22 data release.

This collection shares pre-prints of videos with tips, how-to, lessons, and other content to help researchers make their results more reproducible. Authors create a new Hydroshare resource that includes meta data and the video file. Authors request the Collection Owners add their resource to this collection. Then authors submit a short brief in the Editorial Manager system of the American Society of Civil Engineers (ASCE) Journal of Water Resources Planning and Management (https://ascelibrary.org/journal/jwrmd5) for publication. The brief includes a one-sentence citation to the Hydroshare resource containing the video content. The video undergoes a peer-review process. On acceptance, ASCE Publishing will attach branding to the video. The content will receive a digital object identifier (DOI) and be published in the Journal -- same as regular articles, case studies, etc. ASCE will also push videos out on their video and social media feeds.

The intent of collection of videos and the review process is to make peer-reviewed videos findable, accessible, interoperable, and repeatable (FAIR). This process also provides authors of reproducibility content an incentive to create and share new videos and content -- a peer-reviewed publication in the Journal of Water Resources Planning and Management.

ASCE Task Committee Survey Data on Water Managers (Raw unedited data)

This map layer is part of the ASCE Hazard Tool Recreation built with ArcGIS Experience Builder, found here, and shows areas in the U.S. that are more likely to experience strong ground shaking during an earthquake. It’s based on data from the U.S. Geological Survey (USGS) and displays what"s called "Peak Ground Acceleration" (PGA), which is a measure of how hard the ground might shake. The values are shown using colors to represent different levels of earthquake risk — the higher the number, the stronger the expected shaking. Engineers and planners use this information to help design buildings and infrastructure that can better withstand earthquakes.Some types of earthquake data, like vertical ground shaking (up and down motion), are not yet available from the USGS. If certain advanced shaking values aren’t listed in the database, engineers are allowed to use alternative methods outlined in the ASCE 7-22 building standards. This map is built using official USGS seismic design maps and helps support safe and resilient construction across the country. The original ASCE Hazard Tool can be found here.

This technical report aims to provide detailed information on the results of Stage I of the methodology used to find references that are potentially relevant to the topic “Classification of Key Competencies for Construction Project Management.” In Stage I, potentially relevant references were searched using the American Society of Civil Engineers (ASCE) Library. In the ASCE Library, “advanced search” was used to find applicable references via specific search terms, topics and publication dates. For topics, the term “construction” was used. The option “title” was checked to specify where to look for search terms. The search terms used included competencies, competence, skill, capability, knowledge, project manager, project management, construction management, and engineering management. For more representative results, the search was restricted to references inclusively published from 1988 to 2019. When more than one chapter of a book was found, instead of counting all the chapters found, the book was counted as one single reference. In such cases, the book title might exclude all the search terms used. If the same reference was found under different search terms, it was numbered only one time when counting the total number of references initially found. This process resulted in 2,102 references retrieved from the ASCE Library (Table 1 to Table 16). In the following Tables, “Selected: Yes” indicates that the initially-retrieved reference was ultimately selected for content analysis, and “Selected: No” means that the reference was not selected for content analysis.

ASCE Water Manager Survey by Task Committee. Data from surveymonkey.com summarized in charts

Description:This polygon feature layer represents tornado risk zones across the United States, derived from the ASCE 7-22 Hazard Tool published by the American Society of Civil Engineers (ASCE). The data is based on the ASCE 7-22 Standard, which includes updated criteria for structural design considering tornado hazards. This feature layer is also part of the ASCE Hazard Tool Recreation in Experience Builder.The polygons define areas with differing levels of tornado intensity risk, determined through historical tornado track data and probabilistic modeling. Each zone corresponds to a specific design-level tornado wind speed (in miles per hour), which engineers use to design critical and essential facilities.Data Source:This dataset is sourced from the ASCE 7-22 Hazard Tool and is accessible via the ASCE ArcGIS REST Service:https://gis.asce.org/arcgis/rest/services/ASCE722Units:Design-level tornado wind speeds are provided in miles per hour (mph).Usage Notes:This data is intended for planning and structural design applications, particularly for essential facilities and structures requiring enhanced performance under extreme wind events. Users should refer to the official ASCE 7-22 documentation and consult with licensed engineers for code-compliant design. Local conditions may necessitate additional site-specific evaluation.Credits:American Society of Civil Engineers (ASCE)

The multi-period BSE-1E and BSE-2E response spectra for the 2023 ASCE 41 Standard are derived from the downloadable data files. For each site class, 5% in 50 year uniform hazard spectral accelerations and 20% in 50 year uniform hazard spectral accelerations are provided for 22 spectral periods.

Easter Michael A Fort Liberty Nc Asce Lib Za Export Import Data. Follow the Eximpedia platform for HS code, importer-exporter records, and customs shipment details.

Corona Marco A Fort Liberty Nc Asce Lib Za Export Import Data. Follow the Eximpedia platform for HS code, importer-exporter records, and customs shipment details.

Idaho Youth Challenge Academy in Pierce, Idaho AgriMet Weather Station (IYCI) total daily evapotranspiration in inches (in) using the American Society of Civil Engineers (ASCE) Alfalfa Reference (https://doi.org/10.1061/9780784408056). This value is calculated using three daily summary values: wind, dew point, and solar radiation. Additional values are also included in the calculation.

Roberts, Idaho Cooperative AgriMet Weather Station - Idaho National Laboratory (INL) (ROBI) total daily evapotranspiration in inches (in) using the American Society of Civil Engineers (ASCE) Grass Reference (https://doi.org/10.1061/9780784408056). This value is calculated using three daily summary values: wind, dew point, and solar radiation. Additional values are also included in the calculation.

For designing buildings and other structures to safely resist earthquakes, the 2009 NEHRP Recommended Seismic Provisions and the 2010 ASCE/SEI 7 Standard contain maps of Uniform Hazard response accelerations, risk coefficients, 84th-percentile spectral accelerations, and Risk-Targeted Maximum Considered Earthquake (MCER) spectral response accelerations, all at spectral periods of 0.2-second and 1.0-second. The spectral accelerations are for the direction of maximum horizontal response and a site shear wave velocity (VS30) of 760 m/s, in units of the percent g, the acceleration of gravity. For more information, see Chapters 11, 21, and 22 of the 2009 NEHRP Recommended Seismic Provisions and the 2010 ASCE/SEI 7 Standard.

Asce Group Ojsc Export Import Data. Follow the Eximpedia platform for HS code, importer-exporter records, and customs shipment details.

Presentation about HydroShare to the American Society of Civil Engineers (ASCE) Northern Utah branch lunch 'learn webinar on November 19, 2020.

Graham Vanaysha Fort Liberty Nc Asce Lbtp Export Import Data. Follow the Eximpedia platform for HS code, importer-exporter records, and customs shipment details.