A Probabilistic Framework for Multi-Hazard Evaluations of Buildings and Communities Subject to Fire and Earthquake Scenarios

[1]  Edward Cohen,et al.  Minimum Design Loads for Buildings and Other Structures , 1990 .

[2]  James D. Myers,et al.  Architectural Overview of MAEviz – HAZTURK , 2008 .

[3]  John W Dunham,et al.  Combustible contents in buildings , 1957 .

[4]  R. W. Powell,et al.  High alloy steels for use as a thermal conductivity standard , 1960 .

[5]  David P. DeWitt,et al.  Thermal Radiative Properties , 1972 .

[6]  Ben Young,et al.  Behavior of High Strength Structural Steel at Elevated Temperatures , 2006 .

[7]  Guoqiang Li,et al.  EXPERIMENTAL STUDIES ON THE PROPERTIES OF CONSTRUCTIONAL STEEL AT ELEVATED TEMPERATURES , 2003 .

[8]  Spencer E. Quiel,et al.  Closed-Form Prediction of the Thermal and Structural Response of a Perimeter Column in a Fire , 2010 .

[9]  T. T. Lie,et al.  Structural fire protection , 1992 .

[10]  M. Law,et al.  SURVEY OF FIRE-LOADS IN MODERN OFFICE BUILDINGS - SOME PRELIMINARY RESULTS , 1970 .

[11]  G. C. Tiao,et al.  Bayesian inference in statistical analysis , 1973 .

[12]  B. R. Ellingwood,et al.  Structural reliability and performance-based engineering , 2008 .

[13]  A. Sekizawa,et al.  Study on Fires Following the 2011 Great East-Japan Earthquake based on the Questionnaire Survey to Fire Departments in Affected Areas , 2014 .

[14]  Jean-Marc Franssen.  The unloading of building materials submitted to fire , 1990 .

[15]  Andrew H. Buchanan,et al.  Post-flashover fires for structural design , 2002 .

[16]  Himmet Karaman,et al.  Post-earthquake ignition vulnerability assessment of Küçükçekmece District , 2013 .

[17]  Kazuo Funato,et al.  Development and practical application of fire-resistant steel for buildings , 1993 .

[18]  Dat Duthinh,et al.  Structural Design for Fire: A Survey of Building Codes and Standards , 2014 .

[19]  Johnny Sun,et al.  Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project , 1997 .

[20]  D. Northwood,et al.  Effect of temperature on the lower yield strength and static strain ageing in low-carbon steels , 1995, Journal of Materials Science.

[21]  M. F. Green.  A survey of fire loads in hackney hospital , 1977 .

[22]  Rachel A. Davidson,et al.  Generalized Linear (Mixed) Models of Post-Earthquake Ignitions , 2006 .

[23]  Richard W. Bukowski.  Determining Design Fires for Design-Level and Extreme Events , 2006 .

[24]  Spencer E. Quiel,et al.  Mechanics of Wide-flanged Steel Sections that Develop Thermal Gradients Due to Fire Exposure , 2007 .

[25]  Ian Burgess,et al.  The treatment of strain reversal in structural members during the cooling phase of a fire , 1996 .

[26]  B. R. Kirby,et al.  High temperature properties of hot-rolled, structural steels for use in fire engineering design studies , 1988 .

[27]  Planning Resilient Communities , 2017 .

[28]  Hussam Mahmoud,et al.  Numerical Assessment of Connections with Reduced Beam Sections under Fire- Following an Earthquake Using Continuously Updated Boundary Condition , 2014 .

[29]  Brian J. Meacham,et al.  Overview of the Building Nonstructural Components and Systems (BNCS) Project , 2013 .

[30]  L. Ibarra.  Global collapse of frame structures under seismic excitations , 2003 .

[31]  L. Twilt,et al.  Valorisation project: Natural fire safety concept , 2002 .

[32]  Yngve Anderberg,et al.  Modelling Steel Behaviour , 1988 .

[33]  Asif Usmani,et al.  An application of the PEER performance based earthquake engineering framework to structures in fire , 2014 .

[34]  Douglas A. Foutch,et al.  Performance evaluation of new steel frame buildings for seismic loads , 2002 .

[35]  Y. Sakumoto.  Research on New Fire-Protection Materials and Fire-Safe Design , 1999 .

[36]  Ann E. Jeffers,et al.  Probabilistic Evaluation of Structural Fire Resistance , 2013 .

[37]  Federico M. Mazzolani,et al.  Post-earthquake fire resistance of moment resisting steel frames , 2003 .

[38]  Elnaz Peyghaleh,et al.  Fire Following Earthquake, Intra-structure Ignition Modeling , 2009 .

[40]  Eric Rosenbaum,et al.  Design Fire Scenarios , 2015 .

[41]  Gordon M. E. Cooke,et al.  An introduction to the mechanical properties of structural steel at elevated temperatures , 1988 .

[42]  Armen Der Kiureghian,et al.  Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns based on Experimental Observations , 2002 .

[43]  Dale Borowiak,et al.  Linear Models, Least Squares and Alternatives , 2001, Technometrics.

[44]  Brian J. Meacham,et al.  Shake Table Testing of a Full-Scale Five-Story Building: Post-Earthquake Fire Performance , 2013 .

[45]  Stephen Pessiki,et al.  Postearthquake Fire Performance of Sprayed Fire-Resistive Material on Steel Moment Frames , 2011 .

[46]  Charles G. Culver.  Characteristics of fire loads in office buildings , 1978 .

[47]  Spencer E. Quiel,et al.  Calculating the buckling strength of steel plates exposed to fire , 2010 .

[48]  C. J. Stone,et al.  A Course in Probability and Statistics , 1995 .

[49]  Ben Young,et al.  Design of high strength steel columns at elevated temperatures , 2008 .

[50]  Ann E. Jeffers,et al.  Finite-Element Reliability Analysis of Structures Subjected to Fire , 2015 .

[51]  Russ Botting.  The Impact of Post-Earthquake Fire on the Urban Environment , 1998 .

[52]  Federico M. Mazzolani.  Fire after Earthquake , 2013 .

[53]  Joy L. Rempe,et al.  High temperature thermal properties for metals used in LWR vessels , 2008 .

[54]  Spencer E. Quiel,et al.  The behavior of steel perimeter columns in a high-rise building under fire , 2007 .

[55]  P. Kovacs.  Reducing the risk of earthquake damage in Canada: Lessons from Haiti and Chile , 2010 .

[56]  Pentti Mäkeläinen,et al.  Mechanical properties of structural steel at elevated temperatures and after cooling down , 2004 .

[57]  Stephen Pessiki,et al.  Effect of Earthquake-Induced Damage on the Sidesway Response of Steel Moment-Frame Buildings during Fire Exposure , 2015 .

[58]  Ehab Zalok.  Validation of Methodologies to Determine Fire Load for Use in Structural Fire Protection , 2011 .

[59]  William E. Luecke,et al.  High-temperature tensile constitutive data and models for structural steels in fire , 2015 .

[60]  Claud Lester Clark.  High-temperature alloys , 1953 .

[61]  J. I. Ghojel,et al.  Three-sided heating of I-beams in composite construction exposed to fire , 2005 .

[62]  Zhongcheng Ma,et al.  Parametric temperature–time curves of medium compartment fires for structural design , 2000 .

[63]  Charles G. Culver,et al.  Survey results for fire loads and live loads in office buildings , 1976 .

[64]  B. R. Kirby.  The application of BS5950: Part 8 of fire limit state design to the performance of 'old' structural mild steels , 1993 .

[65]  Jean-Marc Franssen,et al.  SAFIR. A thermal/structural program modelling structures under fire , 2003 .

[66]  Andrew S. Whittaker,et al.  Engineering Demand Parameters for Structural Framing Systems , 2004 .

[67]  Spencer E. Quiel,et al.  A closed-form analysis of perimeter member behavior in a steel building frame subject to fire , 2008 .

[68]  D. Honegger,et al.  Improving Natural Gas Safety in Earthquakes—California Recommmendations , 2003 .

[69]  Bungale S. Taranath,et al.  Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-10 , 2016 .

[70]  Spencer Edward Quiel.  Behavior and analysis of fire-exposed steel beam-columns that develop thermal gradients , 2009 .

[71]  Pentti Mäkeläinen,et al.  Fire design model for structural steel S420M based upon transient-state tensile test results , 1997 .

[72]  Venkatesh Kodur,et al.  Review of post-earthquake fire hazard to building structures , 2008 .

[73]  P R LeBlanc,et al.  FIREFIGHTER FATALITIES IN THE UNITED STATES - 2003. FULL REPORT , 2004 .

[74]  Rachel A. Davidson,et al.  Fire following Earthquake—Reviewing the State-of-the-Art of Modeling , 2008 .

[75]  Jim Cousins,et al.  Estimating Risks from Fire Following Earthquake , 2002 .

[76]  Tasnim Uddin,et al.  EFFECTS OF ELEVATED TEMPERATURE ON STRUCTURAL MEMBERS , 1975 .

[77]  Peter Schaumann,et al.  Structural steel and plane frame assemblies under fire action , 1986 .

[78]  V. Kodur,et al.  ASSESSMENT OF POST-EARTHQUAKE FIRE PERFORMANCE OF STEEL-FRAME BUILDINGS , 2008 .

[79]  Michael Havbro Faber,et al.  A probabilistic framework for generic fire risk assessment and risk-based decision making in buildings , 2011 .

[80]  Asif Usmani,et al.  How did the WTC towers collapse: a new theory , 2003 .

[81]  Kuldeep R. Prasad,et al.  Thermal Performance of Fire Resistive Materials I. Characterization With Respect to Thermal Performance Models | NIST , 2007 .

[82]  Behrouz Behnam,et al.  Investigating the Effect of Prior Damage on the Post-earthquake Fire Resistance of Reinforced Concrete Portal Frames , 2012, International Journal of Concrete Structures and Materials.

[83]  Helmut Krawinkler,et al.  Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading , 2011 .

[84]  Liming Jiang,et al.  OpenSees Software Architecture for the Analysis of Structures in Fire , 2015, J. Comput. Civ. Eng..

[85]  Jian Jiang,et al.  Modeling of steel frame structures in fire using OpenSees , 2013 .

[86]  C.V.S.Kameswara Rao,et al.  Fire Loads in Office Buildings , 1997 .

[87]  Global Facility for Disaster Reduction.  Understanding Risk : Review of Open Source and Open Access Software Packages Available to Quanify Risk from Natural Hazards , 2014 .

[88]  Gilles Bureau,et al.  The Morgan Hill Earthquake of April 24, 1984—Fire-Related Aspects , 1985 .

[89]  Spencer E. Quiel,et al.  Plastic Axial Load and Moment Interaction Curves for Fire-Exposed Steel Sections with Thermal Gradients , 2008 .

[90]  F. Garofalo,et al.  The Influence of Temperature on the Elastic Constants of Some Commercial Steels , 1952 .

[91]  Vito Latora,et al.  Urban network resilience analysis in case of earthquakes , 2014 .

[92]  Andrew Cowell,et al.  Fire-Related Aspects of the January 17, 1994 Northridge Earthquake , 1995 .

[93]  Greg Baker,et al.  Post-earthquake structural design for fire - a New Zealand perspective , 2012 .

[94]  Andrew H. Buchanan,et al.  Structural Design for Fire Safety , 2001 .

[95]  Mario Fontana,et al.  Fire Load Survey and Statistical Analysis , 2008 .

[96]  Christopher N. McCowan,et al.  Mechanical properties of structural steel , 2005 .

[97]  Jyri Outinen,et al.  Mechanical properties of structural steels at high temperatures and after cooling down , 2007 .

[98]  Yaping He.  Probabilistic Fire-risk-assessment Function and Its Application in Fire Resistance Design , 2013 .

[99]  Colin Bailey.  Fire Engineering Design of Steel Structures , 2005 .

[100]  D. Cox,et al.  An Analysis of Transformations , 1964 .

[101]  C. Allin Cornell,et al.  Probabilistic seismic demand analysis of nonlinear structures , 1999 .

[102]  Guanyu Hu,et al.  Elevated Temperature Properties of ASTM A992 Steel , 2009 .

[103]  Stephen Pessiki,et al.  Bond performance of SFRM on steel plates subjected to tensile yielding , 2011 .

[104]  宮下 宗一郎.  海外建設報告 史上最悪のハリケーンを踏まえ、より強く、しなやかなニューヨークへ :PlaNYC (A STRONGER, MORE RESILIENT NEW YORK) , 2013 .

[105]  S S. Sunder,et al.  Federal Building and Fire Safety Investigation of the World Trade Center Disaster. | NIST , 2005 .

[106]  Aisc.  Steel Construction Manual , 2017 .

[107]  Spencer E. Quiel,et al.  Parameters for Modeling a High-Rise Steel Building Frame Subject to Fire , 2010 .

[108]  Terje Haukaas,et al.  Software Framework for Parameter Updating and Finite-Element Response Sensitivity Analysis , 2008 .

[109]  Venkatesh Kodur,et al.  High-Temperature Properties of Steel for Fire Resistance Modeling of Structures , 2010 .

[110]  D. J. Dever,et al.  Temperature dependence of the elastic constants in α‐iron single crystals: relationship to spin order and diffusion anomalies , 1972 .

[111]  C G. Culver,et al.  Program for Survey of Fire Loads and Live Loads in Office Buildings. First Project Report. July 1973-September 1974. | NIST , 1975 .

[112]  Charles Scawthorn,et al.  Fire Following Earthquake , 1986 .

[113]  L. Esteva,et al.  Seismic Vulnerability of an Inventory of Overturning Objects , 2010 .

[114]  John Taylor,et al.  Post Earthquake Fire in Tall Buildings and the New Zealand Building Code , 2003 .

[115]  Raul Zaharia,et al.  Fire after earthquake analysis of steel moment resisting frames , 2009 .

[116]  Federico M. Mazzolani,et al.  On the structural effects of fire following earthquake , 2005 .