Relevant bibliographies by topics / ASCE 7

Contents

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

Academic literature on the topic 'ASCE 7'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 June 2025

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Journal articles on the topic "ASCE 7"

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Ghosh, S. K. "Significant changes from ASCE 7-05 to ASCE 7-10, part 1: Seismic design provisions." PCI Journal 59, no. 1 (2014): 60–82. http://dx.doi.org/10.15554/pcij.01012014.60.82.

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Laboy-Rodríguez, S. T., K. R. Gurley, and F. J. Masters. "Revisiting the directionality factor in ASCE 7." Journal of Wind Engineering and Industrial Aerodynamics 133 (October 2014): 225–33. http://dx.doi.org/10.1016/j.jweia.2014.06.011.

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Zhou, Yin, and Ahsan Kareem. "Definition of Wind Profiles in ASCE 7." Journal of Structural Engineering 128, no. 8 (2002): 1082–86. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:8(1082).

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Ellingwood, Bruce R., and Yue Li. "Counteracting Structural Loads: Treatment in ASCE Standard 7-05." Journal of Structural Engineering 135, no. 1 (2009): 94–97. http://dx.doi.org/10.1061/(asce)0733-9445(2009)135:1(94).

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Tieleman, Henry W., Mohamed A. Elsayed, and Muhammad R. Hajj. "Peak Wind Load Comparison: Theoretical Estimates and ASCE 7." Journal of Structural Engineering 132, no. 7 (2006): 1150–57. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:7(1150).

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Vickery, Peter J., and Peter F. Skerlj. "Elimination of Exposure D along Hurricane Coastline in ASCE 7." Journal of Structural Engineering 126, no. 4 (2000): 545–49. http://dx.doi.org/10.1061/(asce)0733-9445(2000)126:4(545).

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Simiu, Emil, Roseanne Wilcox, Fahim Sadek, and James J. Filliben. "Wind Speeds in ASCE 7 Standard Peak-Gust Map: Assessment." Journal of Structural Engineering 129, no. 4 (2003): 427–39. http://dx.doi.org/10.1061/(asce)0733-9445(2003)129:4(427).

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Hassan, Wael M. "Assessment of ASCE 7–16 Seismic Isolation Bearing Torsional Displacement." International Journal of Civil Engineering 18, no. 3 (2019): 351–66. http://dx.doi.org/10.1007/s40999-019-00462-x.

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Reyes, Juan C., and Erol Kalkan. "How Many Records Should be used in an ASCE/SEI-7 Ground Motion Scaling Procedure?" Earthquake Spectra 28, no. 3 (2012): 1223–42. http://dx.doi.org/10.1193/1.4000066.

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U.S. national building codes refer to the ASCE/SEI-7 provisions for selecting and scaling ground motions for use in nonlinear response history analysis of structures. Because the limiting values for the number of records in the ASCE/SEI-7 are based on engineering experience, this study examines the required number of records statistically, such that the scaled records provide accurate, efficient, and consistent estimates of “true” structural responses. Based on elastic–perfectly plastic and bilinear single-degree-of-freedom systems, the ASCE/SEI-7 scaling procedure is applied to 480 sets of ground motions; the number of records in these sets varies from three to ten. As compared to benchmark responses, it is demonstrated that the ASCE/SEI-7 scaling procedure is conservative if fewer than seven ground motions are employed. Utilizing seven or more randomly selected records provides more accurate estimate of the responses. Selecting records based on their spectral shape and design spectral acceleration increases the accuracy and efficiency of the procedure.
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Harris, John, and Matthew Speicher. "Assessment of Performance-Based Seismic Design Methods in ASCE 41 for New Steel Buildings: Special Moment Frames." Earthquake Spectra 34, no. 3 (2018): 977–99. http://dx.doi.org/10.1193/050117eqs079ep.

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This paper presents the results of a study investigating the correlation between the anticipated seismic performance of an ASCE 7 code-compliant steel building with special moment frames and its predicted performance as quantified using ASCE 41 analysis procedures and structural performance metrics. Analytical results based on component-level performances at the collapse prevention structural performance level indicate that special moment frames designed in accordance with ASCE 7, and its referenced standards, have difficulty satisfying the acceptance criteria in ASCE 41 for an existing building intended to be equivalent to a new building.
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Dissertations / Theses on the topic "ASCE 7"

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Aukeman, Lisa J. "ASCE 7-05 DESIGN RULE FOR RELATIVE STRENGTH IN A TALL BUCKLING-RESTRAINED BRACED FRAME DUAL SYSTEM." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/464.

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In mid- to high-rise structures, dual systems (DS) enable a structural designer to satisfy the stringent drift limitations of current codes without compromising ductility. Currently, ASCE 7-05 permits a variety of structural systems to be used in combination as a dual system yet the design requirements are limited to the following statement: Moment frames must be capable of resisting 25% of the seismic forces while the moment frames and braced frames or shear walls must be capable of resisting the entire seismic forces in proportion to their relative rigidities. This thesis assesses the significance of the 25% design requirement for the secondary moment frames (SMF) in dual systems with consideration of current structural engineering practice. Three 20-story buckling-restrained braced frame (BRBF) dual system structures were designed with varying relative strengths between the braced and special moment frame systems. The SMF system wa designed for 15%, 25%, and 40% of seismic demands and the BRBF system design has been adjusted accordingly based on its relative stiffness with respect to the moment frame. These structures were examined with nonlinear static and nonlinear dynamic procedures with guidance from ASCE 41-06. The drift, displacement and ductility demands, and the base shear distribution results of this study show similar responses of the three prototype structures. These results indicate a secondary moment frame designed to less than 25% of seismic demands may be adequate for consideration as a dual system regardless of the 25% rule.
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Minareci, Melike. "A FIELD INVESTIGATION FOR THE WIND LOAD PERFORMANCE OF VEGETATED GREENROOFS USING MONITORING SYSTEMS." Master's thesis, University of Central Florida, 2010. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/2355.

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Greenroof systems have been shown to be an environmentally friendly alternative based on various factors; such as, reduced lifecycle cost, improved air quality, ambient temperature reduction, stormwater management credit, sustainability and preservation of the environment. Recent research studies attempt to determine the construction methods of an ideal greenroof for environmental purposes, yet there is an absence of standards for the best design required to achieve acceptable structural performance and sustainability under wind loads. As a result, there is a need to document the effectiveness of greenroofs under high wind events by addressing the following questions: Do winds have an effect on greenroof material loss? Do greenroof materials modify local pressure conditions that would need a modification to current design codes? Does the level of vegetation establishment affect the material loss and pressure distribution? This thesis first focuses on vegetated greenroof construction techniques and issues along with some of the most recent studies conducted by UCF researchers. Then, the literature focuses on wind uplift of vegetated roofs constructed using different wind erosion control methods with respect to vegetation cover, geosynthetic liners, and wind breaks. As part of this research, two monitoring systems with a grid of very low differential pressure transducers and a high speed anemometer were designed and implemented on the East and West coasts of Florida to collect data for the pressure distribution across the greenroofs in relation to wind direction and speed. In addition to this, the design of this monitoring system with specific information about the sensing and data acquisition systems is presented. Subsequently, the analysis of the monitoring data compares the peak wind gusts for each time interval to their corresponding pressure measurement to obtain pressure coefficients identified at each pressure node on the roof. Based on this analysis, pressure changes for hurricane speed winds are predicted to have an overall average uplift pressure envelope within ASCE Code 7-05 design standards with vegetation cover enhancing sustainability under wind events. For future studies, controlled field investigations to reduce in situ limitations due to natural climatic conditions as well as long term monitoring are discussed as recommended studies for the evaluation of wind effects.<br>M.S.C.E.<br>Department of Civil and Environmental Engineering<br>Engineering and Computer Science<br>Civil Engineering MSCE
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Aponte-Bermúdez, Luis David. "Measured hurricane wind pressure on full-scale residential structures analysis and comparison to wind tunnel studies and ASCE-7 /." [Gainesville, Fla.] : University of Florida, 2006. http://purl.fcla.edu/fcla/etd/UFE0015714.

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Yuan, Mengfei. "LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS." The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416.

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Browning, Stephen E. "Computer Program for the Analysis of Loads on Buildings Using the ASCE 7-93 Standard Minimum Design Loads on Buildings and Other Structures." Master's thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/37170.

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A computer program for the analysis of loads on buildings is developed. The program determines wind loads, earthquake loads, and snow loads according to the ASCE 7-93 Standard Minimum Design Loads for Buildings and Other Structures (ASCE 7-93). The program is developed using the object-oriented programming methodology and runs on the Microsoft Windows 95 graphical environment. It is a valuable and useful tool for determining loads on buildings.<br>Master of Engineering
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Jadhav, Sagar M. "Comparative Study of Seismic Performance of Reinforced Concrete Buildings designed in accordance with the Seismic Provisions of ASCE 7-10 and IS 1893-2002." University of Cincinnati / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1368024755.

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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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Shrestha, Santosh. "A COMPARATIVE STUDY OF EQUIVALENT LATERAL FORCE METHOD AND RESPONSE SPECTRUM ANALYSIS IN SEISMIC DESIGN OF STRUCTURAL FRAMES." OpenSIUC, 2019. https://opensiuc.lib.siu.edu/theses/2561.

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Equivalent Lateral Force Method (ELF) and Response Spectrum Analysis (RSA) are the two most popular methods of seismic design of structures. This study aims to present a comparative study of the two methods using hand-calculated approach as well as computer analysis according to ASCE 7-10 Standards. The two methods have been compared in terms of base shear and story forces by analyzing various models for different number of stories and different support conditions. It was found that ELF gives conservative results in comparison to RSA. This result was more obvious in case of four-story frames. Hence, for structures of increased elevation, the analysis from ELF may not be sufficient.
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Jarrett, Jordan Alesa. "Performance Assessment of Seismic Resistant Steel Structures." Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/24773.

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This work stems from two different studies related to this performance assessment of seismic resistant systems. The first study compares the performance of newly developed and traditional seismic resisting systems, and the second study investigates many of the assumptions made within provisions for nonlinear response history analyses. In the first study, two innovative systems, which are hybrid buckling restrained braces and collapse prevention systems, are compared to their traditional counterparts using a combination of the FEMA P-695 and FEMA P-58 methodologies. Additionally, an innovative modeling assumption is investigated, where moment frames are evaluated with and without the lateral influence of the gravity system. Each system has a unique purpose from the perspective of performance-based earthquake engineering, and analyses focus on the all intensity levels of interest. The comparisons are presented in terms consequences, including repair costs, repair duration, number of casualties, and probability of receiving an unsafe placard, which are more meaningful to owners and other decision makers than traditional structural response parameters. The results show that these systems can significantly reduce the consequences, particularly the average repair costs, at the important intensity levels. The second study focuses on the assumptions made during proposed updates to provisions for nonlinear response history analyses. The first assumption investigated is the modeling of the gravity system's lateral influence, which can have significant effect on the system behavior and should be modeled if a more accurate representation of the behavior is needed. The influence of residual drifts on the proximity to collapse is determined, and this work concludes that a residual drift check is unnecessary if the only limit state of interest is collapse prevention. This study also finds that spectrally matched ground motions should cautiously be used for near-field structures. The effects of nonlinear accidental torsion are also examined in detail and are determined to have a significant effect on the inelastic behavior of the analyzed structure. The final investigation in this study shows that even if a structure is designed per ASCE 7, it may not have the assumed probability of collapse under the maximum considered earthquake when analyzed using FEMA P-695.<br>Ph. D.
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Pfister, Sarah Catherine. "Preliminary Structural Optimization and Validation of Steel Purlins in Solar Canopies." Case Western Reserve University School of Graduate Studies / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=case1554374823205438.

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Books on the topic "ASCE 7"

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Fanella, David Anthony. Structural loads: 2012 IBC and ASCE/SEI 7-10. ICC, 2012.

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Fanella, David Anthony. Structural load determination under 2006 IBC and ASCE/SEI 7-05. ICC Publications, 2008.

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Structural load determination under 2009 IBC and ASCE/SEI 7-05. 2nd ed. ICC Publications, 2009.

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American Society of Civil Engineers, ed. Snow loads: Guide to the snow load provisions of ASCE 7-10. ASCE Press, 2010.

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Seismic loads: Guide to the seismic load provisions of ASCE 7-10. ASCE Press, 2015.

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O'Rourke, Michael J. Snow loads: Guide to the snow load provisions of ASCE 7-05. American Society of Civil Engineers, 2007.

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American Society of Civil Engineers., ed. Seismic loads: Guide to the seismic load provisions of ASCE 7-05. ASCE Press, 2010.

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L, Coulbourne William, and American Society of Civil Engineers, eds. Wind loads: Guide to the wind load provisions of ASCE 7-10. ASCE Press, 2013.

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L, Coulbourne William, ed. Wind loads: Guide to the wind load provisions of ASCE 7-05. American Society of Civil Engineers, 2010.

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AIAA/ASME/ASCE/AHS/ASC, Structures Structural Dynamics and Materials Conference (38th 1997 Kissimmee Fla ). A collection of technical papers: AIAA/ASME/ASCE/AHS/ASC 38th Structures, Structural Dynamics and Materials Conference, April 7-10, 1997, Kissimmee, FL. American Institute of Aeronautics and Astronautics, 1997.

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Book chapters on the topic "ASCE 7"

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Ashraf, Syed Mehdi. "Review of ASCE 7-16." In Structural Building Design: Wind and Flood Loads. CRC Press, 2018. http://dx.doi.org/10.1201/b22158-2.

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Ashraf, Syed Mehdi. "ASCE 7-16 for Flood Loads." In Structural Building Design: Wind and Flood Loads. CRC Press, 2018. http://dx.doi.org/10.1201/b22158-8.

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Paz, Mario, and Young Hoon Kim. "IBC-2018 and ASCE 7-16." In Structural Dynamics. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-94743-3_24.

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Nair, Deepika, S. P. Raut, and S. V. Denge. "Analysis of Tall Building Using IS 16700-2017 and ASCE 7-10." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6463-5_1.

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"Asce 7-10 Wind Loading Provisions." In Design of Buildings for Wind. John Wiley & Sons, Inc., 2011. http://dx.doi.org/10.1002/9781118086131.ch2.

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"Seismic assessment of a new steel moment frame designed per ASCE 7 with ASCE 41." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-135.

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"Probabilistic Tsunami Design Maps for the ASCE 7-16 Standard." In ASCE 7-16 Tsunami Design Zone Maps for Selected Locations. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480748.001.

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Robertson, I. N., and J. McKamey. "Building cost implications of tsunami design per ASCE 7-16." In Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications. CRC Press, 2019. http://dx.doi.org/10.1201/9780429426506-403.

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"Seismic Design with Particular Reference to ASCE 7-10 Seismic Provisions." In Tall Building Design. CRC Press, 2016. http://dx.doi.org/10.1201/9781315374468-6.

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"Alaska Location Key Plan." In ASCE 7-16 Tsunami Design Zone Maps for Selected Locations. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480748.002.

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Conference papers on the topic "ASCE 7"

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Cook, Ronald, Larry Griffis, Peter Vickery, and Eric Stafford. "ASCE 7-10 Wind Loads." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)126.

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Khosravikia, Farid, Mojtaba Mahsuli, and Mohammad Ali Ghannad. "Comparative Assessment of Soil-Structure Interaction Regulations of ASCE 7-16 and ASCE 7-10." In Structures Congress 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481325.040.

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Laboy, Sylvia T., Sonya Kalisz, Kurtis Gurley, and Forrest Masters. "Considering the Directionality Factor in ASCE 7." In ATC & SEI Conference on Advances in Hurricane Engineering 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412626.001.

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Coulbourne, William L. "ASCE 7-10 Changes to Flood Load Provisions." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)122.

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Thomas, Harry B. "ASCE Standard 7-10 Dead and Live Loads." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)123.

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Cundumí García, Juan Sebastián, and Orlando Cundumí Sánchez. "COMPARISON BETWEEN DYNAMIC NONLINEAR ANALYSIS WITH ASCE 7-10 AND ASCE 7-16 IN CONCRETE FRAMES WITH VISCOUS DAMPERS INCORPORATED." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8870.19422.

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Chock, Gary Y. K. "The ASCE 7 Tsunami Loads and Effects Design Standard." In Structures Congress 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.124.

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Robertson, Ian N. "Development of Tsunami Design Provisions for the ASCE 7-16 Standard." In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-61010.

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Building design codes in the US do not include any consideration of tsunami design, even though past tsunamis have caused significant structural damage in coastal communities. In February 2011 the American Society of Civil Engineers (ASCE) formed a new Tsunami Loads and Effects subcommittee, which spent four years to develop a new chapter for inclusion in the ASCE7-16 Standard, Minimum Design Loads and Associated Criteria for Buildings and Other Structures. This new chapter has now been approved by the ASCE7 Main Committee and ASCE7-16 has been published with a new Chapter 6, Tsunami Loads and Effects. In December 2016, ASCE 7–16 was officially adopted by the International Code Council, with the new chapter on Tsunami Loads and Effects, for inclusion in the US model code, IBC 2018. The tsunami design provisions will apply to all coastal communities in California, Oregon, Washington State, Alaska and Hawaii. This paper presents an overview of the new ASCE7-16 Tsunami Loads and Effects design provisions and how they were developed based on field survey observations and laboratory experimentation.
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Robertson, Ian N., and Jacob McKamey. "Designing Coastal Structures for Tsunami Loads per ASCE 7-16." In ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95101.

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Abstract The 2016 edition of ASCE 7, Minimum Loads and Associated Criteria for Buildings and Other Structures, contains a brand new Chapter 6 on Tsunami Loads and Effects. This new chapter applies to the tsunami design of all Risk Category III (high occupancy) and IV (essential) buildings, and potentially many taller Risk Category II (regular) buildings, in coastal communities in Alaska, Washington, Oregon, California and Hawaii. These provisions can also be applied to other communities exposed to tsunami hazard, including Guam, American Samoa, Puerto Rico, and communities outside the US. This paper shows an example of how the new tsunami design provisions would apply to the design of prototypical multi-story coastal reinforced concrete buildings at different locations on the US Pacific Coast. The prototypical Risk Category II buildings are located in Seaside OR, Monterey CA, Waikiki HI and Hilo HI. Economic consequences of including tsunami design for mid- to high-rise Risk Category II buildings are discussed.
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Wong, Silky, Ankur Sepaha, Naga Swamy, Samuel D. Amoroso, and Dawar Naqvi. "Wind Loads on Non-Building Structures Using ASCE 7-10." In Structures Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.128.

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Reports on the topic "ASCE 7"

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Schechter, E., Emil Simiu, and M. M. Schechter. Developmental computer-based version of ASCE 7-95 standard provisions for wind loads. National Bureau of Standards, 1995. http://dx.doi.org/10.6028/nist.tn.1415.

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Giller, R. A. ,. Westinghouse Hanford. Wind load comparison for the ASCE standard 7 and the Hanford site design criteria. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/657488.

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