wanyu/IteraTeR_v2 huggingface dataset:
Original:  LATTEUR , Optimisation des treillis, arcs, poutres et câbles sur base d'indicateurs morphologiques – Application aux structures soumises en partie ou en totalité au flambement, Tome I: Thesis, 328 p.;
Revised:  Latteur , Optimisation des treillis, arcs, poutres et câbles sur base d'indicateurs morphologiques – Application aux structures soumises en partie ou en totalité au flambement, Tome I: Thesis, 328 p.;
Edit intent: fluency
Original:  As L.H. COX demonstrated,L.H. COX , The design of structures of least weight, 135 p., 1965, Pergamon Press, London. in this case, it is worth taking into account n bars each with a cross-section of Ω/n, strained by force F/n with 2n sockets, instead of one bar with a cross-section Ω strained by a force F with 2 sockets, since the total volume of 2n sockets in the first case is much less than that of 2 sockets in the second.
Revised:  As L.H. Cox demonstrated,L.H. COX , The design of structures of least weight, 135 p., 1965, Pergamon Press, London. in this case, it is worth taking into account n bars each with a cross-section of Ω/n, strained by force F/n with 2n sockets, instead of one bar with a cross-section Ω strained by a force F with 2 sockets, since the total volume of 2n sockets in the first case is much less than that of 2 sockets in the second.
Edit intent: fluency
Original:  As L.H. COX demonstrated,L.H. COX , The design of structures of least weight, 135 p., 1965, Pergamon Press, London. in this case, it is worth taking into account n bars each with a cross-section of Ω/n, strained by force F/n with 2n sockets, instead of one bar with a cross-section Ω strained by a force F with 2 sockets, since the total volume of 2n sockets in the first case is much less than that of 2 sockets in the second.
Revised:  As L.H. COX demonstrated,L.H. Cox , The design of structures of least weight, 135 p., 1965, Pergamon Press, London. in this case, it is worth taking into account n bars each with a cross-section of Ω/n, strained by force F/n with 2n sockets, instead of one bar with a cross-section Ω strained by a force F with 2 sockets, since the total volume of 2n sockets in the first case is much less than that of 2 sockets in the second.
Edit intent: fluency
Original:  As shown in figure 1 above, this characteristic is: It is always possible to obtain the precise value of these characteristics when the parts are made of moulded materials, such as reinforced concrete, or squared-off materials, such as wood or stone.
Revised:  As shown in Figure 1 above, this characteristic is: It is always possible to obtain the precise value of these characteristics when the parts are made of moulded materials, such as reinforced concrete, or squared-off materials, such as wood or stone.
Edit intent: fluency
Original:  This use is consistent when the related deviation c between two successive values kn and kn+1 is constant, thus : (kn+1 − kn) / kn = c or kn+1 = (c + 1) kn or kn+1 = k0. figure 2 and 3: W and Δ for a horizontal isostatic span under an uniformly distributed vertical load made up of: profiles with a constant cross-section, from I-section to solid cylinder;
Revised:  This use is consistent when the related deviation c between two successive values kn and kn+1 is constant, thus (kn+1 − kn) / kn = c or kn+1 = (c + 1) kn or kn+1 = k0. figure 2 and 3: W and Δ for a horizontal isostatic span under an uniformly distributed vertical load made up of: profiles with a constant cross-section, from I-section to solid cylinder;
Edit intent: fluency
Original:  This use is consistent when the related deviation c between two successive values kn and kn+1 is constant, thus : (kn+1 − kn) / kn = c or kn+1 = (c + 1) kn or kn+1 = k0. figure 2 and 3: W and Δ for a horizontal isostatic span under an uniformly distributed vertical load made up of: profiles with a constant cross-section, from I-section to solid cylinder;
Revised:  This use is consistent when the related deviation c between two successive values kn and kn+1 is constant, thus : (kn+1 − kn) / kn = c or kn+1 = (c + 1) kn or kn+1 = k0. Figure 2 and 3: W and Δ for a horizontal isostatic span under an uniformly distributed vertical load made up of: profiles with a constant cross-section, from I-section to solid cylinder;
Edit intent: fluency
Original:  parabolic arches with or without hangers or small columns, with constant or variable cross-sections. figure 4:
Revised:  parabolic arches with or without hangers or small columns, with constant or variable cross-sections. Figure 4:
Edit intent: fluency
Original:  for the transfer to two equidistant supports on the horizontal of a vertical point load (in this case Δ=W) or evenly distributed loead : F = 1. figure 5 and 6: W for a vertical mast, with a constant width, subject to a horizontal load which is evenly distributed along its height or concentrated at the top. figure 7: W for a membrane of revolution on a vertical axis, with a constant or variable thickness, under an evenly distributed vertical load.
Revised:  for the transfer to two equidistant supports on the horizontal of a vertical point load (in this case Δ=W) or evenly distributed lead : F = 1. figure 5 and 6: W for a vertical mast, with a constant width, subject to a horizontal load which is evenly distributed along its height or concentrated at the top. figure 7: W for a membrane of revolution on a vertical axis, with a constant or variable thickness, under an evenly distributed vertical load.
Edit intent: fluency
Original:  for the transfer to two equidistant supports on the horizontal of a vertical point load (in this case Δ=W) or evenly distributed loead : F = 1. figure 5 and 6: W for a vertical mast, with a constant width, subject to a horizontal load which is evenly distributed along its height or concentrated at the top. figure 7: W for a membrane of revolution on a vertical axis, with a constant or variable thickness, under an evenly distributed vertical load.
Revised:  for the transfer to two equidistant supports on the horizontal of a vertical point load (in this case Δ=W) or evenly distributed loead : F = 1. Figure 5 and 6: W for a vertical mast, with a constant width, subject to a horizontal load which is evenly distributed along its height or concentrated at the top. figure 7: W for a membrane of revolution on a vertical axis, with a constant or variable thickness, under an evenly distributed vertical load.
Edit intent: fluency
Original:  for the transfer to two equidistant supports on the horizontal of a vertical point load (in this case Δ=W) or evenly distributed loead : F = 1. figure 5 and 6: W for a vertical mast, with a constant width, subject to a horizontal load which is evenly distributed along its height or concentrated at the top. figure 7: W for a membrane of revolution on a vertical axis, with a constant or variable thickness, under an evenly distributed vertical load.
Revised:  for the transfer to two equidistant supports on the horizontal of a vertical point load (in this case Δ=W) or evenly distributed loead : F = 1. figure 5 and 6: W for a vertical mast, with a constant width, subject to a horizontal load which is evenly distributed along its height or concentrated at the top. Figure 7: W for a membrane of revolution on a vertical axis, with a constant or variable thickness, under an evenly distributed vertical load.
Edit intent: fluency
Original:  Developments Applications already discussed in the « reference book » are: trusses, straight continuous beams, arches, cables and guyed structures, masts, gantries, membranes of revolution.
Revised:  Developments Applications discussed in the « reference book » are: trusses, straight continuous beams, arches, cables and guyed structures, masts, gantries, membranes of revolution.
Edit intent: clarity
Original:  Some examples of composite structures with minimum W W can easily be determined in order to optimise structures made up of a number of different construction elements (see « reference book » pages 100–106) as shown, for instance, for the wind turbine in figure 8.
Revised:  Some examples of composite structures with minimum W W can easily be determined in order to optimise structures made up of a number of different construction elements (see « reference book » pages 100–106) as shown, for instance, for the wind turbine in Figure 8.
Edit intent: fluency
Original:  Or a parabolic roof coupled with large vertical glazed gables subject to wind loads, as seen at Leuven station in Belgium, shown in figure 9 (see referenceJan DE CONINCK , Leuven Railway Station, Waregem, Vision Publishers, 2008, 176 p., (ISBN 978-90-79881-00-0),(www.samynandpartners.com for online e-book for a detailed analysis).
Revised:  Or a parabolic roof coupled with large vertical glazed gables subject to wind loads, as seen at Leuven station in Belgium, shown in Figure 9 (see referenceJan DE CONINCK , Leuven Railway Station, Waregem, Vision Publishers, 2008, 176 p., (ISBN 978-90-79881-00-0),(www.samynandpartners.com for online e-book for a detailed analysis).
Edit intent: fluency
Original:  Or a parabolic roof coupled with large vertical glazed gables subject to wind loads, as seen at Leuven station in Belgium, shown in figure 9 (see referenceJan DE CONINCK , Leuven Railway Station, Waregem, Vision Publishers, 2008, 176 p., (ISBN 978-90-79881-00-0),(www.samynandpartners.com for online e-book for a detailed analysis).
Revised:  Or a parabolic roof coupled with large vertical glazed gables subject to wind loads, as seen at Leuven station in Belgium, shown in figure 9 (see referenceJan de Coninck , Leuven Railway Station, Waregem, Vision Publishers, 2008, 176 p., (ISBN 978-90-79881-00-0),(www.samynandpartners.com for online e-book for a detailed analysis).
Edit intent: fluency
Original:  The optimisation of the King Cross truss for the facade of the Europa building in Brussels (see referenceJean ATTALI, EUROPA , European Council and Council of the European Union, Lannoo-Racine, Tielt-Bruxelles, 2013, 256 p. (ISBN 978 940 1414494) (www.samynandpartners.com for online e-book) pages 93–101 for detailed analysis) is another example.
Revised:  The optimisation of the King Cross truss for the facade of the Europa building in Brussels (see referenceJean Attali, Europa , European Council and Council of the European Union, Lannoo-Racine, Tielt-Bruxelles, 2013, 256 p. (ISBN 978 940 1414494) (www.samynandpartners.com for online e-book) pages 93–101 for detailed analysis) is another example.
Edit intent: clarity
Original: Biography Alice Elizabeth Doherty (March 14, 1887 – June 13, 1933) was born in Minneapolis and is the only known person with hypertrichosis lanuginosa born in the United States.
Revised:  Alice Elizabeth Doherty (March 14, 1887 – June 13, 1933) was born in Minneapolis and is the only known person with hypertrichosis lanuginosa born in the United States.
Edit intent: coherence
Original:  Another difference between Doherty and many other performers with similar conditions is that she suffered from hypertrichosis langinosa , meaning she had hair growth over her entire body and not just concentrated in one place .
Revised:  Another difference between Doherty and many other performers with similar conditions is that she suffered from hypertrichosis langinosa .
Edit intent: coherence
Original:  Many of the above listed performers suffered from genetic variation, while Doherty did not.
Edit intent: clarity
Original:  Another difference between Doherty and many other performers with similar conditions is that she suffered from hypertrichosis langinosa.
Revised:  Doherty suffered from hypertrichosis langinosa.
Edit intent: clarity
Original: Alice Elizabeth Doherty (March 14, 1887 – June 13, 1933) was born in Minneapolis, United States, and had the condition hypertrichosis lanuginosa.
Revised: Alice Elizabeth Doherty (March 14, 1887 – June 13, 1933) was born in Minneapolis, Minnesota with the condition hypertrichosis lanuginosa.
Edit intent: coherence
Original: Alice Elizabeth Doherty (March 14, 1887 – June 13, 1933) was born in Minneapolis, United States, and had the condition hypertrichosis lanuginosa.
Revised: Alice Elizabeth Doherty (March 14, 1887 – June 13, 1933) was born in Minneapolis, United States, and had the condition hypertrichosis URL
Edit intent: clarity
Original:  Although the hypertrichosis condition is very rare, other individuals like Fedor Jeftichew ("Jo-Jo the Dog-faced Man"), Stephan Bibrowski ("Lionel the Lion-faced Man"), Jesús "Chuy" Aceves ("Wolfman"), and Annie Jones ("the bearded woman") are known for similar appearances.
Revised:  Although the hypertrichosis condition is very rare, other individuals like Fedor Jeftichew ("Jo-Jo the Dog-faced Man"), Stephan Bibrowski ("Lionel the Lion-faced Man"), Jesús "Chuy" Aceves ("Wolfman"), and Annie Jones ("the bearded woman") were known for similar appearances.
Edit intent: fluency
Original:  Doherty retired from the entertainment business in 1915 and died of unknown causes in Dallas, Texas on June 13, 1933.
Revised:  She retired from the entertainment business in 1915 and died of unknown causes in Dallas, Texas on June 13, 1933.
Edit intent: clarity
Original:  History%DIFDELCMD < %DIFDELCMD < %%% Category:People from Abia Sta
Revised:  %DIFDELCMD < %DIFDELCMD < %%% Category:People from Abia Sta
Edit intent: fluency
Original:  Some of them are: Umuhu in Abia state, Abba in Imo state, Abam Ubakala in Abia state, Abam Azia in Anambra state and other 
Revised:  Some of them are: Umuhu in Abia state, Abba in Imo state, Abam Ubakala in Abia state, Abam Azia in Anambra state and others. 
Edit intent: fluency
Original:  Some of them are: Umuhu in Abia state, Abba in Imo state, Abam Ubakala in Abia state, Abam Azia in Anambra state and other 
Revised:  Some of them are: Umuhu in Abia state, Abba in Imo state, Abam Ubakala in Abia state, Abam Azia in Anambra state and other Referenc
Edit intent: fluency
Original:  He was born on 1 November 1901 to Chimanlal Lalbhai and Laxmiben at Amdavad .
Revised: Life He was born on 1 November 1901 to Chimanlal Lalbhai and Laxmiben at Amdavad .
Edit intent: clarity
Original:  He was born on 1 November 1901 to Chimanlal Lalbhai and Laxmiben at Amdavad .
Revised:  He was born on 1 November 1901 to Chimanlal Lalbhai and Laxmiben at Ahmedabad .
Edit intent: fluency
Original:  After completing his education from Ahmedabad and Varanasi he got graduated with a Bachelor of Arts degree of University of Bombay.
Revised:  After completing his education from Ahmedabad and Varanasi , he graduated with a Bachelor of Arts degree of University of Bombay.
Edit intent: clarity
Original:  National Park Service Soldiers and Sailors Database, M589 Roll 21, Film C-101,
Edit intent: coherence
Original:   The American Civil War started in 1861, and in 1864, Dale enrolled as a private in the 1st Michigan colored infantry regiment, which became the 102nd Regiment United States Colored Troops.
Revised:  Civil War The American Civil War started in 1861, and in 1864, Dale enrolled as a private in the 1st Michigan colored infantry regiment, which became the 102nd Regiment United States Colored Troops.
Edit intent: fluency
Original:   After the war ended in 1865, Dale began working as a teacher.
Revised:  Post-war career After the war ended in 1865, Dale began working as a teacher.
Edit intent: clarity
Original: Marcus Dale ( born 1832  ) was a leading African Methodist Episcopal preacher in New Orleans.
Revised: Marcus Dale ( 1832 ) was a leading African Methodist Episcopal preacher in New Orleans.
Edit intent: clarity
Original:   Category:1832 births Category:  People from Gallipolis, Ohio Category:People from New Orleans Category:African-American Christian clergy Category:American Christian clergy Category:Artisans Category:African Americans in the American Civil War Category:Year of death missi
Revised:  Category:1832 births Category: People from Gallipolis, Ohio Category:People from New Orleans Category:African-American Christian clergy Category:American Christian clergy Category:Artisans Category:African Americans in the American Civil W
Edit intent: coherence
Original: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1979 ( 1638 ) , p.69 Argamasilla de Calatrava, Castile - 1573 or 1576, Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Revised: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638 ) , p.69 Argamasilla de Calatrava, Castile - 1573 or 1576, Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Edit intent: coherence
Original: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1979 ( 1638 ) , p.69 Argamasilla de Calatrava, Castile - 1573 or 1576, Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Revised: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1979 ( 1638 , p.69 Argamasilla de Calatrava, Castile - 1573 or 1576, Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Edit intent: fluency
Original:  Cundinamarca, was founded on July 15, 1537 by Juan de Céspedes Name Department Date Year Notes Map Santa Martawith Rodrigo de Bastidas Magdalena 29 July 1525 100px|center Valledupar Cesar 1527-29 50px|center Fusagasugá Cundinamarca May 1537 100px|center Pasca Cundinamarca 15 July 1537 100px|center Tibacuy Cundinamarca 1537 Simón, 1626, vol.5 100px|center San Antonio del Tequendama Cundinamarca 1539 100px| cente 
Revised:  Cundinamarca, was founded on July 15, 1537 by Juan de Céspedes Name Department Date Year Notes Map Santa Martawith Rodrigo de Bastidas Magdalena 29 July 1525 100px|center Valledupar Cesar 1527-29 50px|center Fusagasugá Cundinamarca May 1537 100px|center Pasca Cundinamarca 15 July 1537 100px|center Tibacuy Cundinamarca 1537 Simón, 1626, vol.5 100px|center San Antonio del Tequendama Cundinamarca 1539 100px| center 
Edit intent: fluency
Original:  Cundinamarca, was founded on July 15, 1537 by Juan de Céspedes Name Department Date Year Notes Map Santa Martawith Rodrigo de Bastidas Magdalena 29 July 1525 100px|center Valledupar Cesar 1527-29 50px|center Fusagasugá Cundinamarca May 1537 100px|center Pasca Cundinamarca 15 July 1537 100px|center Tibacuy Cundinamarca 1537 Simón, 1626, vol.5 100px|center San Antonio del Tequendama Cundinamarca 1539 100px| cente 
Revised:  Cundinamarca, was founded on July 15, 1537 by Juan de Céspedes Name Department Date Year Notes Map Santa Martawith Rodrigo de Bastidas Magdalena 29 July 1525 100px|center Valledupar Cesar 1527-29 50px|center Fusagasugá Cundinamarca May 1537 100px|center Pasca Cundinamarca 15 July 1537 100px|center Tibacuy Cundinamarca 1537 Simón, 1626, vol.5 100px|center San Antonio del Tequendama Cundinamarca 1539 100px| cente Encomienda
Edit intent: clarity
Original: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638, p.69  Argamasilla de Calatrava, Castile - 1573 or 1576 , Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Revised: Juan (Francisco) de Céspedes Ruiz (1501 or 1505Rodríguez Freyle, 1638, p.69 Argamasilla de Calatrava, Castile - 1573 or 1576 , Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Edit intent: fluency
Original: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638, p.69  Argamasilla de Calatrava, Castile - 1573 or 1576 , Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Revised: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638, p.69 in Argamasilla de Calatrava, Castile - 1573 or 1576 , Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Edit intent: fluency
Original: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638, p.69  Argamasilla de Calatrava, Castile - 1573 or 1576 , Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Revised: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638, p.69 Argamasilla de Calatrava, Castile – 1573 or 1576 , Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Edit intent: fluency
Original: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638, p.69  Argamasilla de Calatrava, Castile - 1573 or 1576 , Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Revised: Juan (Francisco) de Céspedes Ruiz (1501 or 1505,Rodríguez Freyle, 1638, p.69 Argamasilla de Calatrava, Castile - 1573 or 1576 in Bogotá, New Kingdom of Granada) was a Spanish conquistador who is known as the founder of the town of Pasca, Cundinamarca, in the south of the Bogotá savanna, Colombia.
Edit intent: fluency
Original: Relationship with the U.S. Government In 2006, the Financial Times reported that Freedom House  received funding by the State Department for 'clandestine activities' inside Iran.
Revised: Relationship with the U.S. Government In 2006, the Financial Times reported that Freedom House had received funding by the State Department for 'clandestine activities' inside Iran.
Edit intent: style
Original: Relationship with the U.S. Government In 2006, the Financial Times reported that Freedom House  received funding by the State Department for 'clandestine activities' inside Iran.
Revised: Relationship with the U.S. Government In 2006, the Financial Times reported that Freedom House received funding by the State Department for "clandestine activities" inside Iran.
Edit intent: fluency
Original:  The ratings and reports included in each annual report cover events that took place during the previous year, for example Freedom of the Press 2011 covers events that took place between January 1, 2010  and December 31, 2010.
Revised:  The ratings and reports included in each annual report cover events that took place during the previous year, for example Freedom of the Press 2011 covers events that took place between January 1, 2010 , and December 31, 2010.
Edit intent: fluency
Original: Freedom House is a non-profit  non-governmental organization (NGO) that conducts research and advocacy on democracy, political freedom, and human rights.
Revised: Freedom House is a non-profit , non-governmental organization (NGO) that conducts research and advocacy on democracy, political freedom, and human rights.
Edit intent: fluency
Original: Relationship with the U.S. Government In 2006, the Financial Times reported that Freedom House had received funding by the State Department for "clandestine activities" inside Iran.
Revised: Relationship with the U.S. government In 2006, the Financial Times reported that Freedom House had received funding by the State Department for "clandestine activities" inside Iran.
Edit intent: fluency
Original:  Paul said : one part that we do know thus far is that the U.S. government, through the U.S. Agency for International Development (USAID), granted millions of dollars to the Poland-America-Ukraine Cooperation Initiative (PAUCI), which is administered by the U.S.-based Freedom House.
Revised:  Paul said " one part that we do know thus far is that the U.S. government, through the U.S. Agency for International Development (USAID), granted millions of dollars to the Poland-America-Ukraine Cooperation Initiative (PAUCI), which is administered by the U.S.-based Freedom House.
Edit intent: fluency