Log in

Relevant bibliographies by topics / AASHTO 1993

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers
Reports

Academic literature on the topic 'AASHTO 1993'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'AASHTO 1993.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "AASHTO 1993"

1

Sucinda, Reza, M. Asmuni Jatoeb, and Huzeirien M. "PERBANDINGAN HASIL PERENCANAAN TEBAL PERKERASAN JALAN TIPE PERKERASAN KAKU ANTARA METODE AASHTO 1993 DENGAN METODE Pd.T.14-2003 PADA PERENCANAAN JALAN RADEN FATAH JAMBI." Jurnal Talenta Sipil 1, no. 1 (2018): 1. http://dx.doi.org/10.33087/talentasipil.v1i1.1.

Full text

Abstract:

Perencanaan perkerasan kaku terdapat dua metode yang sangat dikenal di Indonesia dan sering dipakai untuk merencanakan suatu jalan yang menggunakan perkerasan kaku, yaitu Metode AASHTO 1993 dan Metode Pd.T.4-2003. Peneliti ingin membandingkan kedua metode diatas dengan objek penelitian di ruas jalan Raden Fatah Kec.Jambi Timur Kota Jambi. Permasalahan yang dikemukakan adalah Bagaimana alternatif desain rigid pavement metode AASHTO 1993 dan Pd.T.14-2003 dari parameter-parameter perencanaan. Berapa tebal perkerasan yang dibutuhkan pada rigid pavement metode AASHTO 1993 dan Pd.T.14-2003 dan memba

APA, Harvard, Vancouver, ISO, and other styles

2

Islam, Shuvo, Mustaque Hossain, Christopher A. Jones, Avishek Bose, Ryan Barrett, and Nat Velasquez. "Implementation of AASHTOWare Pavement ME Design Software for Asphalt Pavements in Kansas." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 4 (2019): 490–99. http://dx.doi.org/10.1177/0361198119835540.

Full text

Abstract:

Many highway agencies are transitioning from the 1993 AASHTO pavement design guide to the AASHTOWare Pavement ME Design (PMED). Pavement performance models embedded in the PMED software need to be calibrated for new and reconstructed hot-mix asphalt (HMA) pavements. Twenty-seven newly constructed HMA pavements were used to calibrate the prediction models—twenty-one for calibration and six for validation. Local calibration for permanent deformation, top-down fatigue cracking, and the International Roughness Index (IRI) models was done using the traditional split-sample method. Comparison with t

APA, Harvard, Vancouver, ISO, and other styles

3

Sulaiman, Kristedy Permana, and Sapto Budy Wasono. "Perencanaan Perkerasan Kaku (Rigid Pavement) Dengan Menggunakan Wiremesh Pada Ruas Jalan HOS. Cokroaminoto Dan Jalan Moch. Yamin (Tuban)." Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil 2, no. 2 (2019): 63. http://dx.doi.org/10.25139/jprs.v2i2.1868.

Full text

Abstract:

Highway is one of the land transportation infrastructure which plays an important role in human life in the field of transportation. Jalan Hos. Cokroaminoto and Jalan Moch. Yamin is a national road that fights important to support the economic flow of the surrounding region and also other cities.The author will compare the calculations using two methods, namely the Bina Marga Method 2002 and the AASHTO 1993 method in order to obtain the value of pavement, besides that it also wants to see which method is more efficient and economical in terms of pavement thickness and cost.From the results of

APA, Harvard, Vancouver, ISO, and other styles

4

Sumarsono, Sony, and Heru Judi H. Gultom. "Perbandingan Analisa Perkerasan Metode Bina Marga Revisi Juni 2017 dan AASHTO 1993 (Studi Kasus pada Pekerjaan Rencana Preservasi Ruas Jalan Jatibarang-Langut TA 2017) (Hal. 60-71)." RekaRacana: Jurnal Teknil Sipil 4, no. 3 (2018): 60. http://dx.doi.org/10.26760/rekaracana.v4i3.60.

Full text

Abstract:

ABSTRAKJalan raya merupakan salah satu prasarana transportasi di Indonesia yang sering digunakan untuk menunjang kegiatan perekonomian khususnya pada jalan nasional. Namun, seringkali di jalan nasional terdapat kerusakan-kerusakan pada perkerasan jalan yang membuat kenyamanan pengendara terganggu. Salah satu ruas jalan nasional tersebut adalah jalan Jatibarang-Langut yang berada di jalur Pantura Jawa Barat. Pengujian yang dilakukan untuk mengetahui penyebab kerusakan perkerasan jalan tersebut yaitu survei traffic counting dan pengujian lendutan dengan alat Falling Weight Deflectometer (FWD) ya

APA, Harvard, Vancouver, ISO, and other styles

5

Hall, Kevin D., and Charles W. Schwartz. "Development of Structural Design Guidelines for Porous Asphalt Pavement." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 40 (2018): 197–206. http://dx.doi.org/10.1177/0361198118758335.

Full text

Abstract:

Porous asphalt pavements allow designers to introduce more sustainability into projects and lessen their environmental impact. Current design procedures are based primarily on hydrologic considerations; comparatively little attention has been paid to their structural design aspects. As their use grows, a design procedure and representative material structural properties are needed to ensure that porous pavements do not deteriorate excessively under traffic loads. The objective of this project was to develop a simple, easy to apply design procedure for the structural design of porous asphalt pa

APA, Harvard, Vancouver, ISO, and other styles

6

Suryadi, Andri, and Budi Hartanto Susilo. "Komputerisasi Penentuan Tebal Perkerasan Kaku dengan Metode AASHTO 1993." Jurnal Teknik Sipil 13, no. 1 (2019): 1–20. http://dx.doi.org/10.28932/jts.v13i1.1425.

Full text

Abstract:

Perhitungan tebal perkerasan secara komputerisasi perlu dikembangkan untukmeminimalisir kesalahan, memperoleh hasil yang lebih teliti, cepat, akurat, dan dapat dilakukansecara iterasi. Tujuan penelitian ini adalah menganalisis kebutuhan tebal perkerasan kaku padaruas jalan tol dengan menggunakan metode AASHTO 1993. Nilai faktor yang digunakan dalamperhitungan, diperoleh dari proyek Jalan Tol Cikopo-Palimanan dan kekurangannya diasumsikansesuai dengan aturan AASHTO 1993. Hasil analisis penentuan tebal perkerasan kaku diperolehtebal sebesar 39cm untuk Jalan Tol Cipali. Model untuk penentuan teba

APA, Harvard, Vancouver, ISO, and other styles

7

Hartono, Muhammad Abi, and Eva Azhra Latifa. "Analisis Perkerasan Kaku Metode AASHTO 1993 Dan Metode AUSTROADS 2012 Terhadap Keekonomisan Biaya." MoDuluS: Media Komunikasi Dunia Ilmu Sipil 2, no. 2 (2020): 26. http://dx.doi.org/10.32585/modulus.v2i2.1473.

Full text

Abstract:

Terdapat banyak metode dalam mendesain tebal perkerasan kaku, diantaranya metode AASHTO 1993 dan metode AUSTROADS 2012. Pemilihan metode perencanaan yang tepat untuk suatu pekerjaan mempunyai peranan penting terkait dengan indikator keberhasilan suatu proyek dalam hal ini konstruksi perkerasan kaku yang memenuhi syarat teknis dan biaya yang ekonomis. Oleh karena itu, dilakukan penelitian untuk membandingkan tebal pelat beton dan biaya yang diperlukan konstruksi perkerasan kaku dengan lapisan tanah dasar yang diberi perkuatan dengan penambahan semen dibandingkan dengan lapisan tanah dasar yang

APA, Harvard, Vancouver, ISO, and other styles

8

Isnaini, Alfiani Yogaturida, Latif Budi Suparma, and Suryo Hapsoro Tri Utomo. "PERANCANGAN PERKERASAN JALAN LINGKAR KOTA KABUPATEN WONOGIRI." Jurnal HPJI 5, no. 2 (2019): 119–28. http://dx.doi.org/10.26593/jh.v5i2.3372.119-128.

Full text

Abstract:

Abstract The city ring road of Wonogiri Regency should be constructed based on a pavement design which ensure safety, convenience, but still economical. For this reason, a road pavement design method is needed to be applied in this road design process. The MDP 2017 and AASHTO 1993 road pavement design methods are methods that are often used in Indonesia to design concrete slab for pavement. This study uses both methods to determine the thickness of the concrete slab on the pavement of the Wonogiri Regency City Ring Road. The results of this study indicate that the concrete slab thickness for p

APA, Harvard, Vancouver, ISO, and other styles

9

Meyer, Erlin. "Optimalisasi Biaya Dan Waktu Terhadap Perencanaan Jalan Dengan Menggunakan Metode Bina Marga 1987 Dengan Berbagai Tebal Indek Perkerasan (Studi Kasus : Pada Ruas Jalan Puruk Cahu - Km 50 - Batas Kota Muara Teweh Kabupaten Barito Utara)." Media Ilmiah Teknik Sipil 9, no. 1 (2020): 9–23. http://dx.doi.org/10.33084/mits.v9i1.1671.

Full text

Abstract:

Pavement planning is good, because in this way the pavement construction is able to carry the load of vehicles passing on it and spread the load to the layers beneath it, including the subgrade, without causing significant damage to the road construction itself. The purpose of this study is to obtain the most efficient alternative pavement thickness index and to obtain the required cost and time. The results showed that the Pavement Thickness Index (ITP) using the Bina Marga Method = 7.48 and the 1993 AASHTO Method = 10.20 had a difference of 2.72. The difference in Pavement Thickness Index (I

APA, Harvard, Vancouver, ISO, and other styles

10

Febriani, Ditty Trianita. "Perencanaan Tebal Lapis Perkerasan Kaku pada Tanah Lunak di Jalan Antar Kota Menggunakan Metode AASHTO Tahun 1993." Jurnal Civronlit Unbari 4, no. 1 (2019): 22. http://dx.doi.org/10.33087/civronlit.v4i1.43.

Full text

Abstract:

Penelitian ini bertujuan untuk mengetahui perencanaan tebal lapis perkerasan kaku pada tanah lunak dengan metode AASHTO 1993 dan membandingkan perencanaan tebal lapis perkerasan kaku pada tanah lunak dengan perencanaan dan perhitungan tebal lapis perkerasan kaku pada tanah yang tidak lunak. Berdasarkan hasil analisis Tebal Lapis Perkerasan kaku menggunakan metode AASHTO untuk tanah lunak dengan CBR 2,83% adalah 11,42 Inchi atau 29 cm. Rincian sebagai berikut Lebar Pelat = 2 x 3,5 m, Panjang Pelat = 5,5 m, Dowel bars digunakan Ø32 mm, panjang 45 cm, dan jarak 300 mm, Tie Bars digunakan Ø16 mm,

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "AASHTO 1993"

1

Calloway, Benita R. "Yield line analysis of an AASHTO New Jersey concrete parapet wall." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-09052009-040731/.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Burhani, Ahmadudin. "Correlation Study on the Falling Weight Deflectometer and Light Weight Deflectometer for the Local Pavement Systems." Ohio University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1470663356.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Parris, Kadri. "Extension Of Stress-Based Finite Element Model Using Resilient Modulus Material Characterization To Develop A Theoretical Framework for Realistic Response Modeling of Flexible Pavements on Cohesive Subgrades." The Ohio State University, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=osu1437623013.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Al-Jhayyish, Anwer K. "Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices." Ohio University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Boone, Jonathan. "Comparison of Ontario Pavement Designs Using the AASHTO 1993 Empirical Method and the Mechanistic-Empirical Pavement Design Guide Method." Thesis, 2013. http://hdl.handle.net/10012/8047.

Full text

Abstract:

The AASHTO 1993 Guide for Design of Pavement Structures is the most widely used pavement design method in both Canada and the United States, and is currently used by the Ministry of Transportation of Ontario (MTO) for both flexible and rigid pavement design. Despite its widespread use, the AASHTO 1993 pavement design method has significant limitations stemming primarily from the limited range of conditions observed at the AASHTO Road Test from which its empirical relationships were derived. The Mechanistic-Empirical Pavement Design Guide (MEPDG) was developed to address the perceived limitatio

APA, Harvard, Vancouver, ISO, and other styles

Books on the topic "AASHTO 1993"

1

AASHTO guide for design of pavement structures, 1993. The Association, 1993.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

2

American Association of State Highway and Transportation Officials. AASHTO guide for design of pavement structures, 1993. The Association, 1993.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

3

Quintus, H. L. Von. Design pamphlet for the determination of design subgrade in support of the 1993 AASHTO guide for the design of pavement structures. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Quintus, H. L. Von. Design pamphlet for the backcalculation of pavement layer moduli in support of the 1993 AASHTO Guide for the design of pavement structures. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

5

Quintus, H. L. Von. Design pamphlet for the determination of layered elastic moduli for flexible pavement design in support of the 1993 AASHTO Guide for the design of pavement structures. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

Kiik, Heino. Romaani sulatamine: Aasta 1983. "Õllu", 1994.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

7

Kiik, Heino. Rekord (aasta 1990): Kolm toimikut, fotoalbum, register. Õllu, 1996.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

8

Lindmäe, Herbert. 1941. aasta sõjasuvi Tartumaal. Tartu Ülikool, 1992.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

9

Tang, Man-Chung. The Story of the Koror Bridge. International Association for Bridge and Structural Engineering (IABSE), 2014. http://dx.doi.org/10.2749/cs001.

Full text

Abstract:

<p>Koror Babeldaob Bridge, also called Koror Babelthuap Bridge or simply Koror Bridge, connects the islands of Koror and Babeldaob in the Republic of Palau. The design of the bridge began in 1974 and was based on the prevailing AASHO Standard Specifications at that time and was supplemented by ACI and CEB-FIP design recommendations on an as-needed basis. When the Koror Bridge was opened to traffic in April 1977, it was the world's longest concrete girder span. A few years later, the bridge began to deflect more than had been anticipated. The owner commissioned a Japanese engineering firm

APA, Harvard, Vancouver, ISO, and other styles

10

Ojalo, Hanno. Tagasi sõjatulle: Ülevaade soomepoiste võitlusteest Eestis 1944. aasta suvel. Olion, 2010.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

Book chapters on the topic "AASHTO 1993"

1

Livneh, M. "Recent modifications to the 1993 AASHTO equations for forward-calculating subgrade and pavement moduli." In Bituminous Mixtures and Pavements VI. CRC Press, 2015. http://dx.doi.org/10.1201/b18538-27.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Livneh, M. "Additional issues concerning recent modified 1993 AASHTO equations (AASHTOLIV) for analyzing measured deflection bowls." In Bituminous Mixtures and Pavements VI. CRC Press, 2015. http://dx.doi.org/10.1201/b18538-28.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Lanotte, M., and M. E. Kutay. "Determination of AASHTO 1993 layer coefficients considering time- and temperature-dependency of the asphalt mixture." In Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2017. http://dx.doi.org/10.1201/9781315100333-68.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Ji, Y., and T. Nantung. "Comparison of design thickness between the 1993 AASHTO Guide and MEPDG for full depth reclamation pavement." In Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2009. http://dx.doi.org/10.1201/9780203865286.ch95.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

"Comparison of design thickness between the 1993 AASHTO Guide and MEPDG for full depth reclamation pavement." In Bearing Capacity of Roads, Railways and Airfields, Two Volume Set. CRC Press, 2009. http://dx.doi.org/10.1201/9780203865286-19.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Hamdar, Y. S., and G. R. Chehab. "Tool for enhancing the 1993 AASHTO pavement design method to incorporate the dynamic modulus of asphalt mixture." In Bearing Capacity of Roads, Railways and Airfields. CRC Press, 2017. http://dx.doi.org/10.1201/9781315100333-67.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

"Trucks were used later in various positions and strains were measured due to these truck loads. Stresses were calculated from measured strains and compared with analytical stresses calculated based on the design assumptions which are according to AASHTO Standard Specifications. Reasonable agreement between the analytical and experimental results was obtained for dead loads where the steel girders were acting alone without the concrete composite action. Furthermore the diaphragms connecting girder 5 (the instrumented girder) to girder 4 were only loosely connected under the dead loading. Differences in magnitude and distribution pattern, however, were observed for the live loading. These differences are basically due to the conservatism in AASHTO load distribution method as well as the inability of the two dimensional composite beam approach in depicting the actual three dimensional behavior of the bridge system The testing of the bridge was sponsored by Maine Department Of Transportantion, James Chandler is the Bridge Design Engineer. The analytical results presented in this paper were calculated by Steve Abbott of MODT. The interest and support of Jim and Steve as well as Karel Jacobs, also of MDOT, Is greatly appreciated. American Association of State Highway Transportation Officials, Standard Specification for Highway Bridges 2. Newmark, N., "Design of I-Beam Bridges", Transactions ASCE, Vol. 74, No. 3, Part I, March, 1948. 3. Heins, C.P. and Kuo, J.T.C., "Live Load Distribution on Simple Span Steel I-Beam Composite Highway Bridges At Ultimate Load", CE Report No. 53, University of Maryland, College Park, MD., April, 1973. 4. Heins, C.P. and Kuo, J.T.C., "Ultimate Live Load Distribution Factor For Bridges", Journal Of The Structural Division, ASCE, Vol. 101, No. ST7, Proc. Paper 11443, July 1975." In Composite Steel Structures. CRC Press, 1987. http://dx.doi.org/10.1201/9781482286359-12.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "AASHTO 1993"

1

El-Badawy, S. M., F. M. Bayomy, M. Santi, and C. W. Clawson. "Comparison of Idaho Pavement Design Procedure with AASHTO 1993 and MEPDG Methods." In First Congress of Transportation and Development Institute (TDI). American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41167(398)56.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Mulandi, J., T. Khanum, M. Hossain, and Greg Schieber. "Comparison of Pavement Design Using AASHTO 1993 and NCHRP Mechanistic-Empirical Pavement Design Guides." In Airfield and Highway Pavements Specialty Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40838(191)77.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Gedafa, Daba S., James Mulandi, Mustaque Hossain, and Greg Schieber. "Comparison of Pavement Design Using AASHTO 1993 and NCHRP Mechanistic-Empirical Pavement Design Guides." In First Congress of Transportation and Development Institute (TDI). American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41167(398)52.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Garcia-Ramirez, Yasmany, Santiago Quinones Cuenca, Yandri Lalangui Jaramillo, Bryan Ramirez Cabrera, and Vinicio Roblez Torres. "UTPLPave: an online software package for pavement structural design in roads using AASHTO-1993 methodology." In 2020 XV Conferencia Latinoamericana de Tecnologias de Aprendizaje (LACLO). IEEE, 2020. http://dx.doi.org/10.1109/laclo50806.2020.9381183.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Elshaer, M., M. Oshone, E. Dave, J. E. Sias, Y. Mehta, and A. Ali. "Assessment of the 1993 AASHTO Structural Number as a Tool for Performance Evaluation of Asphalt Pavements Using Falling Weight Deflectometer Data from LTPP." In International Airfield and Highway Pavements Conference 2019. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482452.002.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Yoshida, Junji, Masato Abe, and Yozo Fujino. "Multi-Axial Hysteretic Models of Laminated Rubber Bearings." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2934.

Full text

Abstract:

Base-Isolation system using laminated rubber bearings is considered to be an efficient technology of providing a mitigation of seismic damage for structures and equipments, and has proven to be reliable and cost-effective. There are many structures in various countries, which concern not only new constructions but also existing structures, especially after the Loma Prieta (1989), Northridge (1994) and Kobe (1995) earthquakes. Since seismic response of base-isolated structures greatly depends on the mechanical properties of the bearings, deep understanding of the characteristics of the bearings

APA, Harvard, Vancouver, ISO, and other styles

7

Quarterman, Philip J., and Michael W. Shippey. "AASHTO's Wetland Manual for Transportation Designers." In Wetlands Engineering and River Restoration Conference 1998. American Society of Civil Engineers, 1998. http://dx.doi.org/10.1061/40382(1998)54.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Nieto, Félix, Santiago Hernández, José Á. Jurado, and Luis E. Romera. "Code Provisions for Wind Loads on Short Road Bridges: Spanish IAP code, UNE-EN 1991-1-4 and 2007 AASHTO LRFD Bridge Design Specifications." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)192.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Park, Junhee, Young-Sun Choun, and Min Kyu Kim. "Evaluation of Long-Term Behavior by the Size of Lead Rubber Bearings." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63803.

Full text

Abstract:

In the nuclear power plants (NPPs), the base isolators can be used to decrease the seismic force (acceleration, shear force, floor response spectra). During the lifetime of isolation systems, the mechanical properties of rubber bearings will be constantly changed by the vulcanization and degradation of the rubber due to environmental and chemical factors such as the thermal oxidation, ultraviolet irradiation, and ozone. Usually, thermal oxidation is the most significant degradation factors during the lifetime of natural rubber. Thermal oxidation hardens the rubber and results in a significant

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "AASHTO 1993"

1

Pruitt, Basil A., and Jr. Trauma Care in War and Peace: The Army/AAST Synergism: 1992 Fitts Lecture,. Defense Technical Information Center, 1993. http://dx.doi.org/10.21236/ada277944.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!