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You searched for subject:( catenary action). Showing records 1 – 14 of 14 total matches.

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University of Manchester

1. Beshir, Moustafa Abdelghaffar Elgharib zayed. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.

Degree: 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Beshir, M. A. E. (2016). ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477

Chicago Manual of Style (16th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

MLA Handbook (7th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Web. 22 Jan 2020.

Vancouver:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Jan 22]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

Council of Science Editors:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477


University of Manchester

2. Beshir, Moustafa. Robustness of composite framed structures in fire.

Degree: PhD, 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: 624.1; Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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APA (6th Edition):

Beshir, M. (2016). Robustness of composite framed structures in fire. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557

Chicago Manual of Style (16th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

MLA Handbook (7th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Web. 22 Jan 2020.

Vancouver:

Beshir M. Robustness of composite framed structures in fire. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Jan 22]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

Council of Science Editors:

Beshir M. Robustness of composite framed structures in fire. [Doctoral Dissertation]. University of Manchester; 2016. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557


University of Technology, Sydney

3. Vessali, N. Compressive membrane action in reinforced concrete beams.

Degree: 2015, University of Technology, Sydney

 Research studies have demonstrated that membrane action is primarily a compressive load carrying mechanism that can significantly improves the load-bearing capacity of reinforced concrete beams… (more)

Subjects/Keywords: Compressive membrane action.; Reinforced concrete (RC) beams.; Compressive membrane (arching) action.; Tensile membrane (catenary) action.; Finite element (FE).; Nonlinear FE models.

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APA (6th Edition):

Vessali, N. (2015). Compressive membrane action in reinforced concrete beams. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/39180

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vessali, N. “Compressive membrane action in reinforced concrete beams.” 2015. Thesis, University of Technology, Sydney. Accessed January 22, 2020. http://hdl.handle.net/10453/39180.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vessali, N. “Compressive membrane action in reinforced concrete beams.” 2015. Web. 22 Jan 2020.

Vancouver:

Vessali N. Compressive membrane action in reinforced concrete beams. [Internet] [Thesis]. University of Technology, Sydney; 2015. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10453/39180.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Vessali N. Compressive membrane action in reinforced concrete beams. [Thesis]. University of Technology, Sydney; 2015. Available from: http://hdl.handle.net/10453/39180

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Manchester

4. Albrifkani, Sherwan Mz Izzaddin. WHOLE RANGE BEHAVIOUR OF RESTRAINED REINFORCED CONCRETE BEAMS AND FRAMES IN FIRE.

Degree: 2017, University of Manchester

 This thesis presents the results of a numerical investigation of the whole range, large deflection behaviour of axially and rotationally restrained RC beams and interactions… (more)

Subjects/Keywords: Fire resistance; Explicit modelling; Restrained reinforced concrete beam; Catenary action; Reinforced concrete frame

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APA (6th Edition):

Albrifkani, S. M. I. (2017). WHOLE RANGE BEHAVIOUR OF RESTRAINED REINFORCED CONCRETE BEAMS AND FRAMES IN FIRE. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:311972

Chicago Manual of Style (16th Edition):

Albrifkani, Sherwan Mz Izzaddin. “WHOLE RANGE BEHAVIOUR OF RESTRAINED REINFORCED CONCRETE BEAMS AND FRAMES IN FIRE.” 2017. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:311972.

MLA Handbook (7th Edition):

Albrifkani, Sherwan Mz Izzaddin. “WHOLE RANGE BEHAVIOUR OF RESTRAINED REINFORCED CONCRETE BEAMS AND FRAMES IN FIRE.” 2017. Web. 22 Jan 2020.

Vancouver:

Albrifkani SMI. WHOLE RANGE BEHAVIOUR OF RESTRAINED REINFORCED CONCRETE BEAMS AND FRAMES IN FIRE. [Internet] [Doctoral dissertation]. University of Manchester; 2017. [cited 2020 Jan 22]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:311972.

Council of Science Editors:

Albrifkani SMI. WHOLE RANGE BEHAVIOUR OF RESTRAINED REINFORCED CONCRETE BEAMS AND FRAMES IN FIRE. [Doctoral Dissertation]. University of Manchester; 2017. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:311972


University of Manchester

5. Albrifkani, Sherwan. Whole range behaviour of restrained reinforced concrete beams and frames in fire.

Degree: PhD, 2017, University of Manchester

 This thesis presents the results of a numerical investigation of the whole range, large deflection behaviour of axially and rotationally restrained RC beams and interactions… (more)

Subjects/Keywords: Reinforced concrete frame; Fire resistance; Explicit modelling; Restrained reinforced concrete beam; Catenary action

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APA (6th Edition):

Albrifkani, S. (2017). Whole range behaviour of restrained reinforced concrete beams and frames in fire. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/whole-range-behaviour-of-restrained-reinforced-concrete-beams-and-frames-in-fire(95ff52f9-d90a-4873-8ef1-7ea301074e13).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.764498

Chicago Manual of Style (16th Edition):

Albrifkani, Sherwan. “Whole range behaviour of restrained reinforced concrete beams and frames in fire.” 2017. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. https://www.research.manchester.ac.uk/portal/en/theses/whole-range-behaviour-of-restrained-reinforced-concrete-beams-and-frames-in-fire(95ff52f9-d90a-4873-8ef1-7ea301074e13).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.764498.

MLA Handbook (7th Edition):

Albrifkani, Sherwan. “Whole range behaviour of restrained reinforced concrete beams and frames in fire.” 2017. Web. 22 Jan 2020.

Vancouver:

Albrifkani S. Whole range behaviour of restrained reinforced concrete beams and frames in fire. [Internet] [Doctoral dissertation]. University of Manchester; 2017. [cited 2020 Jan 22]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/whole-range-behaviour-of-restrained-reinforced-concrete-beams-and-frames-in-fire(95ff52f9-d90a-4873-8ef1-7ea301074e13).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.764498.

Council of Science Editors:

Albrifkani S. Whole range behaviour of restrained reinforced concrete beams and frames in fire. [Doctoral Dissertation]. University of Manchester; 2017. Available from: https://www.research.manchester.ac.uk/portal/en/theses/whole-range-behaviour-of-restrained-reinforced-concrete-beams-and-frames-in-fire(95ff52f9-d90a-4873-8ef1-7ea301074e13).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.764498


Northeastern University

6. Sagiroglu, Serkan. Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures.

Degree: PhD, Department of Civil and Environmental Engineering, 2012, Northeastern University

 Experimental and analytical studies are carried out on three full-scale actual reinforced concrete (RC) buildings to characterize system level resisting mechanisms against progressive collapse following… (more)

Subjects/Keywords: Catenary action; Dynamic response; Load redistribution; Load resistance; Progressive collapse; Vierendeel frame action; Civil Engineering; Structural Engineering

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APA (6th Edition):

Sagiroglu, S. (2012). Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures. (Doctoral Dissertation). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20002914

Chicago Manual of Style (16th Edition):

Sagiroglu, Serkan. “Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures.” 2012. Doctoral Dissertation, Northeastern University. Accessed January 22, 2020. http://hdl.handle.net/2047/d20002914.

MLA Handbook (7th Edition):

Sagiroglu, Serkan. “Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures.” 2012. Web. 22 Jan 2020.

Vancouver:

Sagiroglu S. Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures. [Internet] [Doctoral dissertation]. Northeastern University; 2012. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2047/d20002914.

Council of Science Editors:

Sagiroglu S. Analytical and experimental evaluation of progressive collapse resistance of reinforced concrete structures. [Doctoral Dissertation]. Northeastern University; 2012. Available from: http://hdl.handle.net/2047/d20002914


University of Manchester

7. Elsawaf, Sherif Ahmed Elkarim Ibrahim Soliman. Robustness of connections to concrete-filled steel tubular columns under fire during heating and cooling.

Degree: PhD, 2012, University of Manchester

 Joint behaviour in fire is currently one of the most important topics of research in structural fire resistance. The collapse of World Trade Center buildings… (more)

Subjects/Keywords: 624.1; connection; fire resistance; catenary action; numerical modelling;

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APA (6th Edition):

Elsawaf, S. A. E. I. S. (2012). Robustness of connections to concrete-filled steel tubular columns under fire during heating and cooling. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-connections-to-concretefilled-steel-tubular-columns-under-fire-during-heating-and-cooling(b1ef6849-2d59-4e73-b0c9-c57d0293ec51).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.555530

Chicago Manual of Style (16th Edition):

Elsawaf, Sherif Ahmed Elkarim Ibrahim Soliman. “Robustness of connections to concrete-filled steel tubular columns under fire during heating and cooling.” 2012. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-connections-to-concretefilled-steel-tubular-columns-under-fire-during-heating-and-cooling(b1ef6849-2d59-4e73-b0c9-c57d0293ec51).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.555530.

MLA Handbook (7th Edition):

Elsawaf, Sherif Ahmed Elkarim Ibrahim Soliman. “Robustness of connections to concrete-filled steel tubular columns under fire during heating and cooling.” 2012. Web. 22 Jan 2020.

Vancouver:

Elsawaf SAEIS. Robustness of connections to concrete-filled steel tubular columns under fire during heating and cooling. [Internet] [Doctoral dissertation]. University of Manchester; 2012. [cited 2020 Jan 22]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-connections-to-concretefilled-steel-tubular-columns-under-fire-during-heating-and-cooling(b1ef6849-2d59-4e73-b0c9-c57d0293ec51).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.555530.

Council of Science Editors:

Elsawaf SAEIS. Robustness of connections to concrete-filled steel tubular columns under fire during heating and cooling. [Doctoral Dissertation]. University of Manchester; 2012. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-connections-to-concretefilled-steel-tubular-columns-under-fire-during-heating-and-cooling(b1ef6849-2d59-4e73-b0c9-c57d0293ec51).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.555530


University of Manchester

8. Lee, Seungjea. Robustness of reinforced concrete framed building at elevated temperatures.

Degree: PhD, 2016, University of Manchester

 This thesis presents the results of a research programme to investigate the behaviour and robustness of reinforced concrete (RC) frames in fire. The research was… (more)

Subjects/Keywords: 624.1; tying method; level of axial restraints; catenary action; elevated temperatures; reinforced concrete building; Robustness; fire engineering

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APA (6th Edition):

Lee, S. (2016). Robustness of reinforced concrete framed building at elevated temperatures. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-reinforced-concrete-framed-building-at-elevated-temperatures(db90ad82-86b5-4ba3-9ef1-42e7004b4b34).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.727909

Chicago Manual of Style (16th Edition):

Lee, Seungjea. “Robustness of reinforced concrete framed building at elevated temperatures.” 2016. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-reinforced-concrete-framed-building-at-elevated-temperatures(db90ad82-86b5-4ba3-9ef1-42e7004b4b34).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.727909.

MLA Handbook (7th Edition):

Lee, Seungjea. “Robustness of reinforced concrete framed building at elevated temperatures.” 2016. Web. 22 Jan 2020.

Vancouver:

Lee S. Robustness of reinforced concrete framed building at elevated temperatures. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Jan 22]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-reinforced-concrete-framed-building-at-elevated-temperatures(db90ad82-86b5-4ba3-9ef1-42e7004b4b34).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.727909.

Council of Science Editors:

Lee S. Robustness of reinforced concrete framed building at elevated temperatures. [Doctoral Dissertation]. University of Manchester; 2016. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-reinforced-concrete-framed-building-at-elevated-temperatures(db90ad82-86b5-4ba3-9ef1-42e7004b4b34).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.727909


University of Alberta

9. Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse.

Degree: PhD, Department of Civil and Environmental Engineering, 2016, University of Alberta

 The susceptibility of structures to extensive collapse when subjected to a localised failure due to an extreme loading event has in recent years gained considerable… (more)

Subjects/Keywords: Composite Frame; Catenary Action; Composite Construction System; Double Angle; Arching Action; Steel Shear Connections; Concrete Slab; Compressive Ring; Progressive Collapse; Disproportionate Collapse; Shear Tab

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APA (6th Edition):

Jamshidi,Amirhoushang. (2016). Steel Shear Connections in Composite Frames Subject to Progressive Collapse. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/c4x51hj092

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Jamshidi,Amirhoushang. “Steel Shear Connections in Composite Frames Subject to Progressive Collapse.” 2016. Doctoral Dissertation, University of Alberta. Accessed January 22, 2020. https://era.library.ualberta.ca/files/c4x51hj092.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Jamshidi,Amirhoushang. “Steel Shear Connections in Composite Frames Subject to Progressive Collapse.” 2016. Web. 22 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse. [Internet] [Doctoral dissertation]. University of Alberta; 2016. [cited 2020 Jan 22]. Available from: https://era.library.ualberta.ca/files/c4x51hj092.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse. [Doctoral Dissertation]. University of Alberta; 2016. Available from: https://era.library.ualberta.ca/files/c4x51hj092

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Manchester

10. Chen, Lu. Robustness in fire of steel framed structures with realistic connections.

Degree: PhD, 2013, University of Manchester

 Joints are the most critical elements in a steel framed structure. In most design guides or codes, the joints are assumed to a have higher… (more)

Subjects/Keywords: 624.1; Joint; beam; column; frame; detailed finite element method; component based method; catenary action; limiting temperature; fire resistant bolt; fire resistant steel; survivability; robustness.

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APA (6th Edition):

Chen, L. (2013). Robustness in fire of steel framed structures with realistic connections. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652

Chicago Manual of Style (16th Edition):

Chen, Lu. “Robustness in fire of steel framed structures with realistic connections.” 2013. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652.

MLA Handbook (7th Edition):

Chen, Lu. “Robustness in fire of steel framed structures with realistic connections.” 2013. Web. 22 Jan 2020.

Vancouver:

Chen L. Robustness in fire of steel framed structures with realistic connections. [Internet] [Doctoral dissertation]. University of Manchester; 2013. [cited 2020 Jan 22]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652.

Council of Science Editors:

Chen L. Robustness in fire of steel framed structures with realistic connections. [Doctoral Dissertation]. University of Manchester; 2013. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-in-fire-of-steel-framed-structures-with-realistic-connections(fcf4d94b-56f4-42bc-b20a-e2e497d4c14a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.568652

11. Elsawaf, Sherif Ahmed Elkarim ibrahim soliman. ROBUSTNESS OF CONNECTIONS TO CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER FIRE DURING HEATING AND COOLING.

Degree: 2012, University of Manchester

 ABSTRACTJoint behaviour in fire is currently one of the most important topics of research in struc-tural fire resistance. The collapse of World Trade Center buildings… (more)

Subjects/Keywords: connection, fire resistance, catenary action, numerical modelling,; concrete filled tubes, reverse channel connection, cooling, robustness

…in the column caused by catenary action force Mp - Column bending moment resistance at… …tying resistances to make it possible for the connected beam to fully develop catenary action… …Manchester. It was envisaged that catenary action in the connected beams at very large deflections… …compression to catenary action presented tremendous difficulties in numerical simulations due to the… …capacity, it is possible for the beams to develop substantial catenary action to survive very… 

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APA (6th Edition):

Elsawaf, S. A. E. i. (2012). ROBUSTNESS OF CONNECTIONS TO CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER FIRE DURING HEATING AND COOLING. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:163632

Chicago Manual of Style (16th Edition):

Elsawaf, Sherif Ahmed Elkarim ibrahim. “ROBUSTNESS OF CONNECTIONS TO CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER FIRE DURING HEATING AND COOLING.” 2012. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:163632.

MLA Handbook (7th Edition):

Elsawaf, Sherif Ahmed Elkarim ibrahim. “ROBUSTNESS OF CONNECTIONS TO CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER FIRE DURING HEATING AND COOLING.” 2012. Web. 22 Jan 2020.

Vancouver:

Elsawaf SAEi. ROBUSTNESS OF CONNECTIONS TO CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER FIRE DURING HEATING AND COOLING. [Internet] [Doctoral dissertation]. University of Manchester; 2012. [cited 2020 Jan 22]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:163632.

Council of Science Editors:

Elsawaf SAEi. ROBUSTNESS OF CONNECTIONS TO CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER FIRE DURING HEATING AND COOLING. [Doctoral Dissertation]. University of Manchester; 2012. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:163632

12. Lee, Seungjea. ROBUSTNESS OF REINFORCED CONCRETE FRAMED BUILDING AT ELEVATED TEMPERATURES.

Degree: 2016, University of Manchester

 This thesis presents the results of a research programme to investigate the behaviour and robustness of reinforced concrete (RC) frames in fire. The research was… (more)

Subjects/Keywords: Robustness; reinforced concrete building; fire engineering; catenary action; elevated temperatures; level of axial restraints; tying method

…reinforced concrete beams, in particular the development of catenary action, because this behaviour… …which is initiated by the fracture of reinforcement steel at the catenary action stage, a… …resistance to allow the beams to develop some catenary action. This may be possible if the columns… …the axially restrained beam under catenary action may survive much higher temperatures than… …plastic hinge, accompanied by beam runaway deflection. Page 19 (a) Catenary action… 

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Lee, S. (2016). ROBUSTNESS OF REINFORCED CONCRETE FRAMED BUILDING AT ELEVATED TEMPERATURES. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:303448

Chicago Manual of Style (16th Edition):

Lee, Seungjea. “ROBUSTNESS OF REINFORCED CONCRETE FRAMED BUILDING AT ELEVATED TEMPERATURES.” 2016. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:303448.

MLA Handbook (7th Edition):

Lee, Seungjea. “ROBUSTNESS OF REINFORCED CONCRETE FRAMED BUILDING AT ELEVATED TEMPERATURES.” 2016. Web. 22 Jan 2020.

Vancouver:

Lee S. ROBUSTNESS OF REINFORCED CONCRETE FRAMED BUILDING AT ELEVATED TEMPERATURES. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Jan 22]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:303448.

Council of Science Editors:

Lee S. ROBUSTNESS OF REINFORCED CONCRETE FRAMED BUILDING AT ELEVATED TEMPERATURES. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:303448

13. Harry, Ofonime Akpan. Behaviour of reinforced concrete frame structure against progressive collapse.

Degree: PhD, 2018, University of Edinburgh

 A structure subjected to extreme load due to explosion or human error may lead to progressive collapse. One of the direct methods specified by design… (more)

Subjects/Keywords: Alternate Load Path; progressive collapse; compressive arching action; catenary action; reinforced concrete beams; strength degradations; load-displacement behaviour; theoretical models

…39 2.7.2 Analytical studies on catenary action… …168 Chapter 6: Simplified theoretical model for prediction of catenary action… …174 6.3.2 Transient stage/catenary action stage… …204 6.7.4 Failure criteria during catenary action… …221 Figure 7.10: Strain damage contour during the catenary action stage (middle column… 

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Harry, O. A. (2018). Behaviour of reinforced concrete frame structure against progressive collapse. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/29623

Chicago Manual of Style (16th Edition):

Harry, Ofonime Akpan. “Behaviour of reinforced concrete frame structure against progressive collapse.” 2018. Doctoral Dissertation, University of Edinburgh. Accessed January 22, 2020. http://hdl.handle.net/1842/29623.

MLA Handbook (7th Edition):

Harry, Ofonime Akpan. “Behaviour of reinforced concrete frame structure against progressive collapse.” 2018. Web. 22 Jan 2020.

Vancouver:

Harry OA. Behaviour of reinforced concrete frame structure against progressive collapse. [Internet] [Doctoral dissertation]. University of Edinburgh; 2018. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/1842/29623.

Council of Science Editors:

Harry OA. Behaviour of reinforced concrete frame structure against progressive collapse. [Doctoral Dissertation]. University of Edinburgh; 2018. Available from: http://hdl.handle.net/1842/29623

14. Chen, Lu. ROBUSTNESS IN FIRE OF STEEL FRAMED STRUCTURES WITH REALISTIC CONNECTIONS.

Degree: 2013, University of Manchester

 Joints are the most critical elements in a steel framed structure. In most design guides or codes, the joints are assumed to a have higher… (more)

Subjects/Keywords: Joint; beam; column; frame; detailed finite element method; component based method; catenary action; limiting temperature; fire resistant bolt; fire resistant steel; survivability; robustness.

…moment in pure catenary action… …axially loaded in addition to bending moment due to beam catenary action.)… …temperature may be higher than its limiting temperature and the beam may develop catenary action… …thermal expansion. This beam catenary action force could fracture the joints, increasing the… …to achieve high degrees of catenary action. Three methods of simulating the joint behaviour… 

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chen, L. (2013). ROBUSTNESS IN FIRE OF STEEL FRAMED STRUCTURES WITH REALISTIC CONNECTIONS. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:187551

Chicago Manual of Style (16th Edition):

Chen, Lu. “ROBUSTNESS IN FIRE OF STEEL FRAMED STRUCTURES WITH REALISTIC CONNECTIONS.” 2013. Doctoral Dissertation, University of Manchester. Accessed January 22, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:187551.

MLA Handbook (7th Edition):

Chen, Lu. “ROBUSTNESS IN FIRE OF STEEL FRAMED STRUCTURES WITH REALISTIC CONNECTIONS.” 2013. Web. 22 Jan 2020.

Vancouver:

Chen L. ROBUSTNESS IN FIRE OF STEEL FRAMED STRUCTURES WITH REALISTIC CONNECTIONS. [Internet] [Doctoral dissertation]. University of Manchester; 2013. [cited 2020 Jan 22]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:187551.

Council of Science Editors:

Chen L. ROBUSTNESS IN FIRE OF STEEL FRAMED STRUCTURES WITH REALISTIC CONNECTIONS. [Doctoral Dissertation]. University of Manchester; 2013. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:187551

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