-
2
-
-
48549090821
-
Summary of the Abrahamson and Silva NGA Ground-Motion relations
-
Abrahamson N, Silva W (2008) Summary of the Abrahamson and Silva NGA Ground-Motion relations. Earthq Spectra 24(1): 67-97.
-
(2008)
Earthq Spectra
, vol.24
, Issue.1
, pp. 67-97
-
-
Abrahamson, N.1
Silva, W.2
-
3
-
-
0000927597
-
A stable algorithm for regression analyses using the random effects model
-
Abrahamson NA, Youngs RR (1992) A stable algorithm for regression analyses using the random effects model. Bull Seismol Soc Am 82(1): 505-510.
-
(1992)
Bull Seismol Soc Am
, vol.82
, Issue.1
, pp. 505-510
-
-
Abrahamson, N.A.1
Youngs, R.R.2
-
5
-
-
77951156381
-
Displacement-based earthquake loss assessment of masonry buildings in Mansehra City, Pakistan
-
Ahmad N, Crowley H, Pinho R, Ali Q (2010) Displacement-based earthquake loss assessment of masonry buildings in Mansehra City, Pakistan. J Earthq Eng 14(S1): 1-37.
-
(2010)
J Earthq Eng
, vol.14
, Issue.S1
, pp. 1-37
-
-
Ahmad, N.1
Crowley, H.2
Pinho, R.3
Ali, Q.4
-
6
-
-
84905680841
-
Displacement-based earthquake loss assessment of adobe buildings in Pakistan, Contribution to book chapter Seismic performance and response
-
S. O. Cheung, S. Yazdani, N. Ghafoori, and A. Singh (Eds.), Singapore: Research Publishing Service
-
Ahmad N, Crowley H, Pinho R, Ali Q (2011) Displacement-based earthquake loss assessment of adobe buildings in Pakistan, Contribution to book chapter Seismic performance and response. In: Cheung SO, Yazdani S, Ghafoori N, Singh A (eds) Modern methods and advances in structural engineering and construction. Research Publishing Service, Singapore.
-
(2011)
Modern Methods and Advances in Structural Engineering and Construction
-
-
Ahmad, N.1
Crowley, H.2
Pinho, R.3
Ali, Q.4
-
7
-
-
84868116908
-
Simplified engineering tools for seismic analysis and design of traditional Dhajji-Dewari structures
-
Ahmad N, Ali Q, Umar M (2012a) Simplified engineering tools for seismic analysis and design of traditional Dhajji-Dewari structures. Bull Earthq Eng 10(05): 1503-1534.
-
(2012)
Bull Earthq Eng
, vol.10
, Issue.5
, pp. 1503-1534
-
-
Ahmad, N.1
Ali, Q.2
Umar, M.3
-
8
-
-
84882269950
-
Seismic vulnerability of the Himalayan half-dressed rubble stone masonry structures, experimental and analytical Studies
-
Ahmad N, Ali Q, Ashraf M, Alam B, Naeem A (2012b) Seismic vulnerability of the Himalayan half-dressed rubble stone masonry structures, experimental and analytical Studies. Nat Hazards Earth Syst Sci 12(11): 3441-3454.
-
(2012)
Nat Hazards Earth Syst Sci
, vol.12
, Issue.11
, pp. 3441-3454
-
-
Ahmad, N.1
Ali, Q.2
Ashraf, M.3
Alam, B.4
Naeem, A.5
-
9
-
-
84871685045
-
Seismic vulnerability assessment of multistorey timber braced frame traditional masonry structures
-
Ahmad N, Ali Q, Umar M (2013) Seismic vulnerability assessment of multistorey timber braced frame traditional masonry structures. Adv Mater Res 601: 168-172.
-
(2013)
Adv Mater Res
, vol.601
, pp. 168-172
-
-
Ahmad, N.1
Ali, Q.2
Umar, M.3
-
10
-
-
84864409343
-
Earthquake hazards and community resilience in Baluchistan
-
Ainuddin S, Routray JK (2012) Earthquake hazards and community resilience in Baluchistan. Natural Hazard 63(2): 909-937.
-
(2012)
Natural Hazard
, vol.63
, Issue.2
, pp. 909-937
-
-
Ainuddin, S.1
Routray, J.K.2
-
14
-
-
34247593422
-
Seismic resistance evaluation of unreinforced masonry buildings
-
Ali Q, Naeem A (2007) Seismic resistance evaluation of unreinforced masonry buildings. J Earthq Eng 11(2): 133-146.
-
(2007)
J Earthq Eng
, vol.11
, Issue.2
, pp. 133-146
-
-
Ali, Q.1
Naeem, A.2
-
15
-
-
84856027041
-
A survey of damages to bridges in Pakistan after the major earthquake of 8 October 2005
-
Ali SM, Khan AN, Rahman S, Reinhorn AM (2011) A survey of damages to bridges in Pakistan after the major earthquake of 8 October 2005. Earthq Spectra 27(4): 947-970.
-
(2011)
Earthq Spectra
, vol.27
, Issue.4
, pp. 947-970
-
-
Ali, S.M.1
Khan, A.N.2
Rahman, S.3
Reinhorn, A.M.4
-
16
-
-
84868121330
-
In-plane behavior of Dhajji-Dewari structural system (wooden braced frame with masonry infill)
-
Ali Q, Schacher T, Ashraf M, Alam B, Naeem A, Ahmad N, Umar M (2012) In-plane behavior of Dhajji-Dewari structural system (wooden braced frame with masonry infill). Earthq Spectra 28(03): 835-858.
-
(2012)
Earthq Spectra
, vol.28
, Issue.3
, pp. 835-858
-
-
Ali, Q.1
Schacher, T.2
Ashraf, M.3
Alam, B.4
Naeem, A.5
Ahmad, N.6
Umar, M.7
-
17
-
-
84904739460
-
Seismic performance of stone masonry buildings used in the Himalayan Belt
-
Ali Q, Naeem A, Ashraf M, Ahmed A, Alam B, Ahmad N, Fahim M, Rahman S, Umar M (2013) Seismic performance of stone masonry buildings used in the Himalayan Belt. Earthq Spectra 29(4): 1158-1181.
-
(2013)
Earthq Spectra
, vol.29
, Issue.4
, pp. 1158-1181
-
-
Ali, Q.1
Naeem, A.2
Ashraf, M.3
Ahmed, A.4
Alam, B.5
Ahmad, N.6
Fahim, M.7
Rahman, S.8
Umar, M.9
-
18
-
-
33749048074
-
The 2005 Mw 7.6 Kashmir earthquake: sub-pixel correlation of ASTER images and seismic waveforms analysis
-
Avouac J, Ayoub F, Leprince S, Konca O, Helmberger DV (2006) The 2005 Mw 7. 6 Kashmir earthquake: sub-pixel correlation of ASTER images and seismic waveforms analysis. Earth Planet Sci Lett 249(3-4): 514-528.
-
(2006)
Earth Planet Sci Lett
, vol.249
, Issue.3-4
, pp. 514-528
-
-
Avouac, J.1
Ayoub, F.2
Leprince, S.3
Konca, O.4
Helmberger, D.V.5
-
20
-
-
47549090825
-
Displacement-based earthquake loss assessment for an earthquake scenario in Istanbul
-
Bal IE, Crowley H, Pinho R (2008a) Displacement-based earthquake loss assessment for an earthquake scenario in Istanbul. J Earthq Eng 12(1): 12-22.
-
(2008)
J Earthq Eng
, vol.12
, Issue.1
, pp. 12-22
-
-
Bal, I.E.1
Crowley, H.2
Pinho, R.3
-
21
-
-
46149091988
-
Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment model
-
Bal IE, Crowley H, Pinho R, Gulay G (2008b) Detailed assessment of structural characteristics of Turkish RC building stock for loss assessment model. Struct Dyn Earthq Eng 28(10-11): 914-932.
-
(2008)
Struct Dyn Earthq Eng
, vol.28
, Issue.10-11
, pp. 914-932
-
-
Bal, I.E.1
Crowley, H.2
Pinho, R.3
Gulay, G.4
-
22
-
-
79251478032
-
The influence of geographical resolution of urban exposure data in an earthquake loss model for Istanbul
-
Bal IE, Bommer JJ, Stafford PJ, Crowley H, Pinho R (2010a) The influence of geographical resolution of urban exposure data in an earthquake loss model for Istanbul. Earthq Spectra 26(3): 619-634.
-
(2010)
Earthq Spectra
, vol.26
, Issue.3
, pp. 619-634
-
-
Bal, I.E.1
Bommer, J.J.2
Stafford, P.J.3
Crowley, H.4
Pinho, R.5
-
25
-
-
0032799068
-
Disaggregation of seismic hazard
-
Bazzurro P, Cornell CA (1999) Disaggregation of seismic hazard. Bull Seismol Soc Am 89(2): 501-520.
-
(1999)
Bull Seismol Soc Am
, vol.89
, Issue.2
, pp. 501-520
-
-
Bazzurro, P.1
Cornell, C.A.2
-
26
-
-
77953243933
-
-
BCP, Islamabad: Technical Report, Ministry of Housing and Works
-
BCP (2007) Building code of Pakistan: seismic provisions-2007. Technical Report, Ministry of Housing and Works, Islamabad.
-
(2007)
Building Code of Pakistan: Seismic Provisions-2007
-
-
-
27
-
-
7644220873
-
Earthquakes in India and in the Himalaya: tectonic, geodesy, and history
-
Bilham R (2004) Earthquakes in India and in the Himalaya: tectonic, geodesy, and history. Ann Geophys 47(2/3): 839-858.
-
(2004)
Ann Geophys
, vol.47
, Issue.2-3
, pp. 839-858
-
-
Bilham, R.1
-
28
-
-
7444230985
-
Earthquake losses due to ground failure
-
Bird JF, Bommer JJ (2004) Earthquake losses due to ground failure. Eng Geol 75(2): 147-179.
-
(2004)
Eng Geol
, vol.75
, Issue.2
, pp. 147-179
-
-
Bird, J.F.1
Bommer, J.J.2
-
29
-
-
33846097127
-
Why do modern probabilistic seismic hazard analyses often lead to increased hazard estimates?
-
Bommer JJ, Abrahamson NA (2006) Why do modern probabilistic seismic hazard analyses often lead to increased hazard estimates? Bull Seismol Soc Am 96(6): 1967-1977.
-
(2006)
Bull Seismol Soc Am
, vol.96
, Issue.6
, pp. 1967-1977
-
-
Bommer, J.J.1
Abrahamson, N.A.2
-
30
-
-
0033244855
-
The effective duration of earthquake strong motion
-
Bommer JJ, Martinez-Pereira A (1999) The effective duration of earthquake strong motion. J Earthq Eng 3(2): 127-172.
-
(1999)
J Earthq Eng
, vol.3
, Issue.2
, pp. 127-172
-
-
Bommer, J.J.1
Martinez-Pereira, A.2
-
31
-
-
84905708389
-
Seismic Hazard and Earthquake Actions
-
A. Y. Elghazouli (Ed.), Oxfordshire: Spon Press
-
Bommer JJ, Stafford PJ (2009) Seismic Hazard and Earthquake Actions. In: Elghazouli AY (ed) Seismic design of buildings to eurocode 8. Spon Press, Oxfordshire, pp 6-46.
-
(2009)
Seismic Design of Buildings to Eurocode 8
, pp. 6-46
-
-
Bommer, J.J.1
Stafford, P.J.2
-
32
-
-
0036655643
-
Development of an earthquake loss model for Turkish catastrophe insurance
-
Bommer JJ, Spence R, Erdik M, Tabuchi S, Aydinoglu N, Booth E, Del-Re D, Peterken O (2002) Development of an earthquake loss model for Turkish catastrophe insurance. J Seismolog 6(3): 431-446.
-
(2002)
J Seismolog
, vol.6
, Issue.3
, pp. 431-446
-
-
Bommer, J.J.1
Spence, R.2
Erdik, M.3
Tabuchi, S.4
Aydinoglu, N.5
Booth, E.6
Del-Re, D.7
Peterken, O.8
-
35
-
-
48549092394
-
Ground-Motion prediction equations for the average horizontal component of PGA, PGV, and 5%-Damped PSA at spectral periods between 0.01 s and 10.0 s
-
Boore DM, Atkinson GM (2008) Ground-Motion prediction equations for the average horizontal component of PGA, PGV, and 5%-Damped PSA at spectral periods between 0. 01 s and 10. 0 s. Earthq Spectra 24(1): 99-138.
-
(2008)
Earthq Spectra
, vol.24
, Issue.1
, pp. 99-138
-
-
Boore, D.M.1
Atkinson, G.M.2
-
36
-
-
1142306165
-
Estimated ground motion from the 1994 Northridge, California, earthquake at the site of the interstate 10 and La Cienega Boulevard Bridge Collapse, West Los Angeles, California
-
Boore DM, Gibbs JF, Joyner WB, Tinsley JC, Ponti DJ (2003) Estimated ground motion from the 1994 Northridge, California, earthquake at the site of the interstate 10 and La Cienega Boulevard Bridge Collapse, West Los Angeles, California. Bull Seismol Soc Am 93(6): 2737-2751.
-
(2003)
Bull Seismol Soc Am
, vol.93
, Issue.6
, pp. 2737-2751
-
-
Boore, D.M.1
Gibbs, J.F.2
Joyner, W.B.3
Tinsley, J.C.4
Ponti, D.J.5
-
37
-
-
84973647647
-
Simplified pushover-based earthquake loss assessment (SP-BELA) method for masonry buildings
-
Borzi B, Crowley H, Pinho R (2008a) Simplified pushover-based earthquake loss assessment (SP-BELA) method for masonry buildings. Int J Archit Herit 2(4): 353-376.
-
(2008)
Int J Archit Herit
, vol.2
, Issue.4
, pp. 353-376
-
-
Borzi, B.1
Crowley, H.2
Pinho, R.3
-
38
-
-
38849187109
-
Simplified pushover-based vulnerability analysis for large-scale assessment of RC buildings
-
Borzi B, Crowley H, Pinho R (2008b) Simplified pushover-based vulnerability analysis for large-scale assessment of RC buildings. Eng Struct 30(3): 804-820.
-
(2008)
Eng Struct
, vol.30
, Issue.3
, pp. 804-820
-
-
Borzi, B.1
Crowley, H.2
Pinho, R.3
-
40
-
-
77749292424
-
Epistemic uncertainties in component fragility functions
-
Bradley BA (2010) Epistemic uncertainties in component fragility functions. Earthq Spectra 26(1): 41-62.
-
(2010)
Earthq Spectra
, vol.26
, Issue.1
, pp. 41-62
-
-
Bradley, B.A.1
-
41
-
-
84874352909
-
Investing today for a safer future: how the Hyogo framework for action can contribute to reducing deaths during earthquakes
-
In: Garevski M, Ansal A (eds)
-
Briceno S (2010) Investing today for a safer future: how the Hyogo framework for action can contribute to reducing deaths during earthquakes. In: Garevski M, Ansal A (eds) Earthq Eng Eur 17(6): 441-461.
-
(2010)
Earthq Eng Eur
, vol.17
, Issue.6
, pp. 441-461
-
-
Briceno, S.1
-
42
-
-
77951188759
-
Numerical issues in distributed inelasticity modeling of rc frame elements for seismic analysis
-
Calabrese A, Almeida J, Pinho R (2010) Numerical issues in distributed inelasticity modeling of rc frame elements for seismic analysis. J Earthq Eng 14(S1): 38-68.
-
(2010)
J Earthq Eng
, vol.14
, Issue.S1
, pp. 38-68
-
-
Calabrese, A.1
Almeida, J.2
Pinho, R.3
-
43
-
-
0033241831
-
A displacement-based approach for vulnerability evaluation of classes of buildings
-
Calvi GM (1999) A displacement-based approach for vulnerability evaluation of classes of buildings. J Earthq Eng 3(3): 411-438.
-
(1999)
J Earthq Eng
, vol.3
, Issue.3
, pp. 411-438
-
-
Calvi, G.M.1
-
44
-
-
33947660861
-
Development of seismic vulnerability assessment methodologies over the past 30 years
-
Calvi GM, Pinho R, Magenes G, Bommer JJ, Restrepo-Velez LF, Crowley H (2006) Development of seismic vulnerability assessment methodologies over the past 30 years. ISET J Earthq Technol 43(3): 75-104.
-
(2006)
ISET J Earthq Technol
, vol.43
, Issue.3
, pp. 75-104
-
-
Calvi, G.M.1
Pinho, R.2
Magenes, G.3
Bommer, J.J.4
Restrepo-Velez, L.F.5
Crowley, H.6
-
45
-
-
38549176240
-
NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10s
-
Campbell K, Bozorgnia Y (2008) NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0. 01 to 10s. Earthq Spectra 24(1): 139-171.
-
(2008)
Earthq Spectra
, vol.24
, Issue.1
, pp. 139-171
-
-
Campbell, K.1
Bozorgnia, Y.2
-
49
-
-
0002400221
-
Seismotectonics of Himalaya
-
Chandra U (1992) Seismotectonics of Himalaya. Curr Sci 62(1-2): 40-71.
-
(1992)
Curr Sci
, vol.62
, Issue.1-2
, pp. 40-71
-
-
Chandra, U.1
-
51
-
-
47949113936
-
Deriving vulnerability curves using the Italian earthquake damage data
-
Colombi M, Borzi B, Crowley H, Onida M, Meroni F, Pinho R (2008) Deriving vulnerability curves using the Italian earthquake damage data. Bull Earthq Eng 6(3): 485-504.
-
(2008)
Bull Earthq Eng
, vol.6
, Issue.3
, pp. 485-504
-
-
Colombi, M.1
Borzi, B.2
Crowley, H.3
Onida, M.4
Meroni, F.5
Pinho, R.6
-
52
-
-
0000153123
-
Engineering seismic risk analysis
-
Cornell CA (1968) Engineering seismic risk analysis. Bull Seismol Soc Am 58(5): 1583-1606.
-
(1968)
Bull Seismol Soc Am
, vol.58
, Issue.5
, pp. 1583-1606
-
-
Cornell, C.A.1
-
55
-
-
4944240761
-
Period-height relationship for existing European reinforced concrete buildings
-
Crowley H, Pinho R (2004) Period-height relationship for existing European reinforced concrete buildings. J Earthq Eng 08(S1): 93-119.
-
(2004)
J Earthq Eng
, vol.8
, Issue.S1
, pp. 93-119
-
-
Crowley, H.1
Pinho, R.2
-
56
-
-
58849163268
-
Using basic principles of mechanics of materials to assess the seismic risk of entire countries
-
Crowley H, Pinho R (2008) Using basic principles of mechanics of materials to assess the seismic risk of entire countries. Environ Semeiot 1(1): 1-19.
-
(2008)
Environ Semeiot
, vol.1
, Issue.1
, pp. 1-19
-
-
Crowley, H.1
Pinho, R.2
-
57
-
-
77952818825
-
Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis
-
Crowley H, Pinho R (2010) Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis. Earthq Eng Struct Dyn 39(2): 223-235.
-
(2010)
Earthq Eng Struct Dyn
, vol.39
, Issue.2
, pp. 223-235
-
-
Crowley, H.1
Pinho, R.2
-
58
-
-
4944239677
-
A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation
-
Crowley H, Pinho R, Bommer JJ (2004) A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation. Bull Earthq Eng 2(2): 173-219.
-
(2004)
Bull Earthq Eng
, vol.2
, Issue.2
, pp. 173-219
-
-
Crowley, H.1
Pinho, R.2
Bommer, J.J.3
-
59
-
-
33947678568
-
-
Pavia: Technical Report, ROSE School-IUSS Pavia
-
Crowley H, Pinho R, Bommer JJ, Bird JJ (2006) Development of a displacement-based method for earthquake loss assessment. Technical Report, ROSE School-IUSS Pavia, Pavia.
-
(2006)
Development of a Displacement-Based Method for Earthquake Loss Assessment
-
-
Crowley, H.1
Pinho, R.2
Bommer, J.J.3
Bird, J.J.4
-
60
-
-
58849110197
-
A comparison of seismic risk maps for Italy
-
Crowley H, Colombi M, Borzi B, Faravelli M, Onida M, Lopez M, Polli D, Meroni F, Pinho R (2009) A comparison of seismic risk maps for Italy. Bull Earthq Eng 7(1): 149-180.
-
(2009)
Bull Earthq Eng
, vol.7
, Issue.1
, pp. 149-180
-
-
Crowley, H.1
Colombi, M.2
Borzi, B.3
Faravelli, M.4
Onida, M.5
Lopez, M.6
Polli, D.7
Meroni, F.8
Pinho, R.9
-
62
-
-
38549109392
-
First- and second-order reliability methods
-
E. Nikolaidis, D. M. Ghiocel, and S. Singhal (Eds.), London: CRC Press
-
Der Kiureghian A (2005) First- and second-order reliability methods. In: Nikolaidis E, Ghiocel DM, Singhal S (eds) Engineering design reliability handbook, Chap. 14. CRC Press, London.
-
(2005)
Engineering Design Reliability Handbook, Chap. 14
-
-
Der Kiureghian, A.1
-
63
-
-
0036532227
-
Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls
-
Doherty K, Griffith MC, Lam N, Wilson J (2002) Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls. Earthq Eng Struct Dyn 31(4): 833-850.
-
(2002)
Earthq Eng Struct Dyn
, vol.31
, Issue.4
, pp. 833-850
-
-
Doherty, K.1
Griffith, M.C.2
Lam, N.3
Wilson, J.4
-
65
-
-
33645593162
-
Structural safety-issues and progress
-
Elms DG (2004) Structural safety-issues and progress. Prog Struct Mat Eng 6(2): 116-126.
-
(2004)
Prog Struct Mat Eng
, vol.6
, Issue.2
, pp. 116-126
-
-
Elms, D.G.1
-
67
-
-
77956836351
-
Istanbul earthquake rapid response and early warning system
-
Erdik M, Fahjan Y, Ozel O, Alcik H, Mert A, Gul M (2003) Istanbul earthquake rapid response and early warning system. Bull Earthq Eng 1(1): 157-163.
-
(2003)
Bull Earthq Eng
, vol.1
, Issue.1
, pp. 157-163
-
-
Erdik, M.1
Fahjan, Y.2
Ozel, O.3
Alcik, H.4
Mert, A.5
Gul, M.6
-
68
-
-
84874357067
-
Rapid earthquake loss assessment after damaging earthquakes
-
In: Garevski M, Ansal A (eds)
-
Erdik M, Sesetyan K, Demircioglu MB, Hancilar U, Zulfikar C (2010) Rapid earthquake loss assessment after damaging earthquakes. In: Garevski M, Ansal A (eds) Earthq Eng Eur 17(6): 523-547.
-
(2010)
Earthq Eng Eur
, vol.17
, Issue.6
, pp. 523-547
-
-
Erdik, M.1
Sesetyan, K.2
Demircioglu, M.B.3
Hancilar, U.4
Zulfikar, C.5
-
70
-
-
84905702235
-
-
ERRA, Islamabad: Technical Report, Earthquake Reconstruction and Rehabilitation Authority (ERRA)
-
ERRA (2006b) No. of houses destroyed by Tehsil: progress up to 5 June 2006. Technical Report, Earthquake Reconstruction and Rehabilitation Authority (ERRA), Islamabad.
-
(2006)
No. Of Houses Destroyed by Tehsil: Progress up to 5 June 2006
-
-
-
71
-
-
2942674927
-
Displacement spectra for long periods
-
Faccioli E, Paolucci R, Rey J (2004) Displacement spectra for long periods. Earthq Spectra 20(2): 276-347.
-
(2004)
Earthq Spectra
, vol.20
, Issue.2
, pp. 276-347
-
-
Faccioli, E.1
Paolucci, R.2
Rey, J.3
-
73
-
-
33750375746
-
-
FEMA, Washington, DC: HAZUS-MH Technical Manual, Federal Emergency Management Agency (FEMA)
-
FEMA (2003) Multi-hazard loss estimation methodology, earthquake model. HAZUS-MH Technical Manual, Federal Emergency Management Agency (FEMA), Washington, DC.
-
(2003)
Multi-Hazard Loss Estimation Methodology, Earthquake Model
-
-
-
74
-
-
77955267904
-
-
IUSS Pavia, Pavia, Italy
-
Frumento S, Magenes G, Morandi P, Calvi G (2009) Interpretation of experimental shear tests on clay brick masonry walls and evaluation of q-factor for seismic design. IUSS Pavia, Pavia, Italy.
-
(2009)
Interpretation of experimental shear tests on clay brick masonry walls and evaluation of q-factor for seismic design
-
-
Frumento, S.1
Magenes, G.2
Morandi, P.3
Calvi, G.4
-
75
-
-
84905680839
-
-
GAJK, Muzaffarabad: Web Report, Govt. Azad Jammu and Kashmir (GAJK)
-
GAJK (2010) Population features: district wise area, population, density, growth rate and house hold size in Azad Kashmir. Web Report, Govt. Azad Jammu and Kashmir (GAJK), Muzaffarabad.
-
(2010)
Population Features: District Wise Area, Population, Density, Growth Rate and House Hold Size in Azad Kashmir
-
-
-
77
-
-
0033502320
-
The GSHAP: global seismic hazard map
-
Giardini D, Grunthal G, Shedlock KM, Zhang P (1999) The GSHAP: global seismic hazard map. Ann Geofis 42(6): 1225-1230.
-
(1999)
Ann Geofis
, vol.42
, Issue.6
, pp. 1225-1230
-
-
Giardini, D.1
Grunthal, G.2
Shedlock, K.M.3
Zhang, P.4
-
78
-
-
0037662170
-
Development of a simplified deformation-based method for seismic vulnerability assessment
-
Glaister S, Pinho R (2003) Development of a simplified deformation-based method for seismic vulnerability assessment. J Earthq Eng 7(S1): 107-140.
-
(2003)
J Earthq Eng
, vol.7
, Issue.S1
, pp. 107-140
-
-
Glaister, S.1
Pinho, R.2
-
79
-
-
33751375174
-
Period formulas for concrete shear wall buildings
-
Goel RK, Chopra AK (1998) Period formulas for concrete shear wall buildings. J Struct Eng ASCE 124(11): 426-433.
-
(1998)
J Struct Eng ASCE
, vol.124
, Issue.11
, pp. 426-433
-
-
Goel, R.K.1
Chopra, A.K.2
-
80
-
-
21744439558
-
Peak strong motion attenuation relations for horizontal and vertical ground displacement
-
Gregor N, Bolt B (1997) Peak strong motion attenuation relations for horizontal and vertical ground displacement. J Earthq Eng 1(2): 275-292.
-
(1997)
J Earthq Eng
, vol.1
, Issue.2
, pp. 275-292
-
-
Gregor, N.1
Bolt, B.2
-
81
-
-
0038676374
-
Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitations
-
Griffith MC, Magenes G, Melis G, Picchi L (2003) Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitations. J Earthq Eng 7(1): 141-169.
-
(2003)
J Earthq Eng
, vol.7
, Issue.1
, pp. 141-169
-
-
Griffith, M.C.1
Magenes, G.2
Melis, G.3
Picchi, L.4
-
82
-
-
56549115642
-
Numbers of scaled and matched acceler- ograms required for inelastic dynamic analyses
-
Hancock J, Bommer JJ, Stafford PJ (2008) Numbers of scaled and matched acceler- ograms required for inelastic dynamic analyses. Earthq Eng Struct Dyn 37(14): 1585-1607.
-
(2008)
Earthq Eng Struct Dyn
, vol.37
, Issue.14
, pp. 1585-1607
-
-
Hancock, J.1
Bommer, J.J.2
Stafford, P.J.3
-
85
-
-
79959791249
-
Performance of masonry structures during earthquake-2005 in Kashmir
-
Javed M, Naeem A, Magenes G (2008) Performance of masonry structures during earthquake-2005 in Kashmir. Mehran Univ Res J Eng Technol 27(3): 271-282.
-
(2008)
Mehran Univ Res J Eng Technol
, vol.27
, Issue.3
, pp. 271-282
-
-
Javed, M.1
Naeem, A.2
Magenes, G.3
-
87
-
-
0031732426
-
Development of seismic risk scenarios based on a hybrid method of vulnerability assessment
-
Kappos A, Stylianidis K, Pitilakis K (1998) Development of seismic risk scenarios based on a hybrid method of vulnerability assessment. Nat Hazards 17(2): 177-192.
-
(1998)
Nat Hazards
, vol.17
, Issue.2
, pp. 177-192
-
-
Kappos, A.1
Stylianidis, K.2
Pitilakis, K.3
-
88
-
-
3042610275
-
Evaluation of simplified models for lateral load analysis of unreinforced masonry buildings
-
Kappos A, Penelis G, Drakopoulos C (2002) Evaluation of simplified models for lateral load analysis of unreinforced masonry buildings. J Struct Eng 128(7): 890-897.
-
(2002)
J Struct Eng
, vol.128
, Issue.7
, pp. 890-897
-
-
Kappos, A.1
Penelis, G.2
Drakopoulos, C.3
-
90
-
-
0031272588
-
Development of building damage functions for earthquake loss estimation
-
Kircher CA, Nassar AA, Kustu O, Holmes WT (1997) Development of building damage functions for earthquake loss estimation. Earthq Spectra 13(4): 663-682.
-
(1997)
Earthq Spectra
, vol.13
, Issue.4
, pp. 663-682
-
-
Kircher, C.A.1
Nassar, A.A.2
Kustu, O.3
Holmes, W.T.4
-
91
-
-
84856644214
-
Detailed and simplified non-linear models for timber-framed masonry structures
-
Kouris LAS, Kappos AJ (2012) Detailed and simplified non-linear models for timber-framed masonry structures. J Cult Herit 13(1): 47-58.
-
(2012)
J Cult Herit
, vol.13
, Issue.1
, pp. 47-58
-
-
Kouris, L.A.S.1
Kappos, A.J.2
-
93
-
-
21844462563
-
Peak displacement demand of small to moderate magnitude earthquakes in stable continental regions
-
Lam N, Chandler A (2005) Peak displacement demand of small to moderate magnitude earthquakes in stable continental regions. Earthq Eng Struct Dyn 34(9): 1047-1072.
-
(2005)
Earthq Eng Struct Dyn
, vol.34
, Issue.9
, pp. 1047-1072
-
-
Lam, N.1
Chandler, A.2
-
99
-
-
77349088300
-
Masonry building design in seismic areas: recent experiences and prospects from a European standpoint
-
Geneva, Switzerland, Paper No. K9
-
Magenes G (2006) Masonry building design in seismic areas: recent experiences and prospects from a European standpoint. In: Proceedings of the first European conference on earthquake engineering and seismology, Geneva, Switzerland, Paper No. K9.
-
(2006)
Proceedings of the first European conference on earthquake engineering and seismology
-
-
Magenes, G.1
-
100
-
-
0031282025
-
In-plane seismic response of brick masonry walls
-
Magenes G, Calvi GM (1997) In-plane seismic response of brick masonry walls. Earthq Eng Struct Dyn 26(11): 1091-1112.
-
(1997)
Earthq Eng Struct Dyn
, vol.26
, Issue.11
, pp. 1091-1112
-
-
Magenes, G.1
Calvi, G.M.2
-
103
-
-
0013301640
-
-
Technical Report, Department of Structural Mechanics, University of Pavia, Pavia, Italy
-
Magenes G, Calvi G, Kingsley G (1995) Seismic testing of a full-scale two-storey masonry building: test procedure and measured experimental response. Technical Report, Department of Structural Mechanics, University of Pavia, Pavia, Italy.
-
(1995)
Seismic testing of a full-scale two-storey masonry building: Test procedure and measured experimental response
-
-
Magenes, G.1
Calvi, G.2
Kingsley, G.3
-
108
-
-
84868128676
-
A hysteretic model for "frontal" walls in Pombalino buildings
-
Meireless HA, Bento R, Cattari S, Lagomarsino S (2012) A hysteretic model for "frontal" walls in Pombalino buildings. Bull Earthq Eng 10(5): 1481-1502.
-
(2012)
Bull Earthq Eng
, vol.10
, Issue.5
, pp. 1481-1502
-
-
Meireless, H.A.1
Bento, R.2
Cattari, S.3
Lagomarsino, S.4
-
109
-
-
79551692443
-
Definition of seismic input for out-of-plane response of masonry walls: I. Parametric study
-
Menon A, Magenes G (2011) Definition of seismic input for out-of-plane response of masonry walls: I. Parametric study. J Earthq Eng 15(2): 165-194.
-
(2011)
J Earthq Eng
, vol.15
, Issue.2
, pp. 165-194
-
-
Menon, A.1
Magenes, G.2
-
110
-
-
78649450423
-
Dense Strong-motion array in Yokohama, Japan, and its use for disaster management
-
P. Gulkan and J. G. Anderson (Eds.), Netherland: Springer
-
Midorikawa S (2005) Dense Strong-motion array in Yokohama, Japan, and its use for disaster management. In: Gulkan P, Anderson JG (eds) Directions in strong motion instrumentation. Springer, Netherland, pp 197-208.
-
(2005)
Directions in Strong Motion Instrumentation
, pp. 197-208
-
-
Midorikawa, S.1
-
111
-
-
84891007408
-
An automated model for optimizing budget allocation in earthquake mitigation scenarios
-
Motamed H, Khazai B, Ghafory-Ashtiany M, Amini-Hosseini K (2014) An automated model for optimizing budget allocation in earthquake mitigation scenarios. Nat Hazard 70(1): 51-68.
-
(2014)
Nat Hazard
, vol.70
, Issue.1
, pp. 51-68
-
-
Motamed, H.1
Khazai, B.2
Ghafory-Ashtiany, M.3
Amini-Hosseini, K.4
-
112
-
-
47749128899
-
The challenges of reconstruction after the October 2005 Kashmir earthquake
-
Wairakei, New Zealand, Paper No. 34
-
Mumtaz H, Mughal SH, Stephenson M, Bothara JK (2008) The challenges of reconstruction after the October 2005 Kashmir earthquake. In: Proceedings of the New Zealand society for earthquake engineering, Wairakei, New Zealand, Paper No. 34.
-
(2008)
Proceedings of the New Zealand society for earthquake engineering
-
-
Mumtaz, H.1
Mughal, S.H.2
Stephenson, M.3
Bothara, J.K.4
-
113
-
-
0000428207
-
On the use of design spectrum compatible time histories
-
Naeim F, Lew M (1995) On the use of design spectrum compatible time histories. Earthq Spectra 11(1): 111-127.
-
(1995)
Earthq Spectra
, vol.11
, Issue.1
, pp. 111-127
-
-
Naeim, F.1
Lew, M.2
-
114
-
-
77958513647
-
Observed seismic behavior of buildings in northern Pakistan during the 2005 Kashmir earthquake
-
Naseer A, Naeem A, Hussain Z, Ali Q (2010) Observed seismic behavior of buildings in northern Pakistan during the 2005 Kashmir earthquake. Earthq Spectra 26(2): 425-449.
-
(2010)
Earthq Spectra
, vol.26
, Issue.2
, pp. 425-449
-
-
Naseer, A.1
Naeem, A.2
Hussain, Z.3
Ali, Q.4
-
115
-
-
84876166816
-
-
NDMA, Technical Report, National Disaster Management Authority (NDMA), Islamabad
-
NDMA (2007) National disaster risk management framework Pakistan. Technical Report, National Disaster Management Authority (NDMA), Islamabad.
-
(2007)
National disaster risk management framework Pakistan
-
-
-
116
-
-
84905678581
-
-
PCO, Web Report, Population Census Organization (PCO), Islamabad
-
PCO (2011) Estimated population of Pakistan. Web Report, Population Census Organization (PCO), Islamabad.
-
(2011)
Estimated population of Pakistan
-
-
-
117
-
-
84905677754
-
-
Technical Report, Earthquake Engineering Field Investigation Team, Institution of Structural Engineers, London, UK
-
Peiris N, Rossetto T, Burton P, Mahmood S (2008) EEFIT Mission: October 8, 2005 Kashmir Earthquake. Technical Report, Earthquake Engineering Field Investigation Team, Institution of Structural Engineers, London, UK.
-
(2008)
EEFIT Mission: October 8, 2005 Kashmir Earthquake
-
-
Peiris, N.1
Rossetto, T.2
Burton, P.3
Mahmood, S.4
-
123
-
-
79251491694
-
Cracking an open safe: uncertainty in HAZUS-based seismic vulnerability functions
-
Porter K (2010) Cracking an open safe: uncertainty in HAZUS-based seismic vulnerability functions. Earthq Spectra 26(3): 893-900.
-
(2010)
Earthq Spectra
, vol.26
, Issue.3
, pp. 893-900
-
-
Porter, K.1
-
124
-
-
0022084349
-
Seismic behavior of unreinforced masonry walls
-
Priestley MJN (1985) Seismic behavior of unreinforced masonry walls. Bull N Z Natl Soc Earthq Eng 18(2): 191-205.
-
(1985)
Bull N Z Natl Soc Earthq Eng
, vol.18
, Issue.2
, pp. 191-205
-
-
Priestley, M.J.N.1
-
125
-
-
21744439092
-
Displacement-based seismic assessment of reinforced concrete buildings
-
Priestley MJN (1997) Displacement-based seismic assessment of reinforced concrete buildings. J Earthq Eng 1(1): 157-192.
-
(1997)
J Earthq Eng
, vol.1
, Issue.1
, pp. 157-192
-
-
Priestley, M.J.N.1
-
127
-
-
84858793859
-
Probabilistic seismic hazard of Pakistan, Azad-Jammu and Kashmir
-
Rafi Z, Lindholm C, Bungum H, Laghari A, Ahmed N (2012) Probabilistic seismic hazard of Pakistan, Azad-Jammu and Kashmir. Nat Hazards 61(3): 1317-1354.
-
(2012)
Nat Hazards
, vol.61
, Issue.3
, pp. 1317-1354
-
-
Rafi, Z.1
Lindholm, C.2
Bungum, H.3
Laghari, A.4
Ahmed, N.5
-
128
-
-
84893913646
-
Analysis of landslide causes and associated damages in the Kashmir Himalayas of Pakistan
-
Rahman A, Khan AN, Collins AE (2014) Analysis of landslide causes and associated damages in the Kashmir Himalayas of Pakistan. Nat Hazard 71(1): 803-821.
-
(2014)
Nat Hazard
, vol.71
, Issue.1
, pp. 803-821
-
-
Rahman, A.1
Khan, A.N.2
Collins, A.E.3
-
132
-
-
35348903782
-
Benefit-cost analysis of FEMA hazard mitigation grants
-
Rose AZ et al (2007) Benefit-cost analysis of FEMA hazard mitigation grants. Nat Hazards Rev 8(4): 97-111.
-
(2007)
Nat Hazards Rev
, vol.8
, Issue.4
, pp. 97-111
-
-
Rose, A.Z.1
-
133
-
-
0038603088
-
Derivation of vulnerability functions for European-type rc structures based on observational data
-
Rossetto T, Elnashai A (2003) Derivation of vulnerability functions for European-type rc structures based on observational data. Eng Struct 25(10): 1241-1263.
-
(2003)
Eng Struct
, vol.25
, Issue.10
, pp. 1241-1263
-
-
Rossetto, T.1
Elnashai, A.2
-
134
-
-
67651039718
-
Observations of damage due to the Kashmir earthquake of October 8, 2005 and study of current seismic provisions for buildings in Pakistan
-
Rossetto T, Peiris N (2009) Observations of damage due to the Kashmir earthquake of October 8, 2005 and study of current seismic provisions for buildings in Pakistan. Bull Earthq Eng 7(3): 681-699.
-
(2009)
Bull Earthq Eng
, vol.7
, Issue.3
, pp. 681-699
-
-
Rossetto, T.1
Peiris, N.2
-
137
-
-
84868096225
-
Timber reinforced stone masonry in northern Pakistan in the context of the post earthquake reconstruction efforts
-
Azores, Portugal
-
Schacher T, Ali Q (2008) Timber reinforced stone masonry in northern Pakistan in the context of the post earthquake reconstruction efforts. In: International seminar on seismic risk and rehabilitation, Azores, Portugal.
-
(2008)
International seminar on seismic risk and rehabilitation
-
-
Schacher, T.1
Ali, Q.2
-
138
-
-
30844444153
-
Plastic hinge integration methods for force-based beam-column elements
-
Scott M, Fenves G (2006) Plastic hinge integration methods for force-based beam-column elements. J Struct Eng 132(2): 244-252.
-
(2006)
J Struct Eng
, vol.132
, Issue.2
, pp. 244-252
-
-
Scott, M.1
Fenves, G.2
-
139
-
-
84874351851
-
Catastrophe risk management in developing countries and the last mile
-
In: Mendes-Victor LA, Oliveira CS, Azevedo J, Ribeiro A (eds)
-
Shah HC (2009) Catastrophe risk management in developing countries and the last mile. In: Mendes-Victor LA, Oliveira CS, Azevedo J, Ribeiro A (eds) The 1755 Lisbon earthquake: Revisited 7(3): 111-120.
-
(2009)
The 1755 Lisbon earthquake: Revisited
, vol.7
, Issue.3
, pp. 111-120
-
-
Shah, H.C.1
-
140
-
-
84874350464
-
Catastrophe micro-insurance for those at the bottom of the pyramid: Bridging the last mile
-
In: Garevski M, Ansal A (eds)
-
Shah HC (2010) Catastrophe micro-insurance for those at the bottom of the pyramid: Bridging the last mile. In: Garevski M, Ansal A (eds) Earthq Eng Eur 17(6): 549-561.
-
(2010)
Earthq Eng Eur
, vol.17
, Issue.6
, pp. 549-561
-
-
Shah, H.C.1
-
141
-
-
84876236068
-
Experimental seismic performance evaluation of unreinforced brick masonry buildings
-
Shahzada K, Naeem A, Elnashai AS, Ashraf M, Javed M, Naseer A, Alam B (2012) Experimental seismic performance evaluation of unreinforced brick masonry buildings. Earthq Spectra 28(3): 1269-1290.
-
(2012)
Earthq Spectra
, vol.28
, Issue.3
, pp. 1269-1290
-
-
Shahzada, K.1
Naeem, A.2
Elnashai, A.S.3
Ashraf, M.4
Javed, M.5
Naseer, A.6
Alam, B.7
-
142
-
-
0016870494
-
Substitute-structure method for seismic design in r/c
-
Shibata A, Sozen MA (1976) Substitute-structure method for seismic design in r/c. J Struct Div ASCE 102(1): 1-18.
-
(1976)
J Struct Div ASCE
, vol.102
, Issue.1
, pp. 1-18
-
-
Shibata, A.1
Sozen, M.A.2
-
143
-
-
54149112592
-
Implementation and verification of a masonry panel model for nonlinear pseudo-dynamic analysis of infilled rc frames
-
Smyrou E, Blandon-Uribes C, Antoniou S, Pinho R, Crowley H (2006) Implementation and verification of a masonry panel model for nonlinear pseudo-dynamic analysis of infilled rc frames. In Proceedings of the First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland.
-
(2006)
Proceedings of the First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland
-
-
Smyrou, E.1
Blandon-Uribes, C.2
Antoniou, S.3
Pinho, R.4
Crowley, H.5
-
144
-
-
80052463428
-
Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled rc frames
-
Smyrou E, Blandon C, Antoniou S, Pinho R, Crisafulli F (2011) Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled rc frames. Bull Earthq Eng 9(5): 1519-1534.
-
(2011)
Bull Earthq Eng
, vol.9
, Issue.5
, pp. 1519-1534
-
-
Smyrou, E.1
Blandon, C.2
Antoniou, S.3
Pinho, R.4
Crisafulli, F.5
-
147
-
-
84905680822
-
Notes from experience in post-earthquake rural housing reconstruction in Pakistan
-
Beijing, China
-
Stephenson M (2008) Notes from experience in post-earthquake rural housing reconstruction in Pakistan. In: Proceedings of the building back better workshop, Beijing, China.
-
(2008)
Proceedings of the building back better workshop
-
-
Stephenson, M.1
-
148
-
-
84864992318
-
Displacement-based fragility curves for seismic assessment of adobe buildings in Cusco, Peru
-
Tarque N, Crowley H, Pinho R, Varum H (2012) Displacement-based fragility curves for seismic assessment of adobe buildings in Cusco, Peru. Earthq Spectra 28(2): 759-794.
-
(2012)
Earthq Spectra
, vol.28
, Issue.2
, pp. 759-794
-
-
Tarque, N.1
Crowley, H.2
Pinho, R.3
Varum, H.4
-
149
-
-
84920031294
-
Non-linear dynamic analysis of a full-scale unreinforced adobe model
-
February Issue. doi: 10. 1193/022512EQS053M
-
Tarque N, Camata G, Spacone E, Varum H, Blondet M (2013) Non-linear dynamic analysis of a full-scale unreinforced adobe model. Earthq Spectra 30(1). February Issue. doi: 10. 1193/022512EQS053M.
-
(2013)
Earthq Spectra
, vol.30
, Issue.1
-
-
Tarque, N.1
Camata, G.2
Spacone, E.3
Varum, H.4
Blondet, M.5
-
155
-
-
70349342807
-
In-plane experimental behavior of stone masonry walls under cyclic loading
-
Vasconcelos G, Lourenco PB (2009) In-plane experimental behavior of stone masonry walls under cyclic loading. J Struct Eng 135(10): 1269-1277.
-
(2009)
J Struct Eng
, vol.135
, Issue.10
, pp. 1269-1277
-
-
Vasconcelos, G.1
Lourenco, P.B.2
-
156
-
-
0031215107
-
Seismic design of secondary structures: state of the art
-
Villaverde R (1997) Seismic design of secondary structures: state of the art. J Struct Eng ASCE 123(8): 1011-1019.
-
(1997)
J Struct Eng ASCE
, vol.123
, Issue.8
, pp. 1011-1019
-
-
Villaverde, R.1
-
158
-
-
13844317488
-
Human losses expected in Himalayan earthquakes
-
Wyss M (2005) Human losses expected in Himalayan earthquakes. Nat Hazards 34(3): 305-314.
-
(2005)
Nat Hazards
, vol.34
, Issue.3
, pp. 305-314
-
-
Wyss, M.1
-
160
-
-
0029501822
-
Magnitude-dependent variance of peak ground acceleration
-
Youngs RR, Abrahamson N, Makdisi FI, Sadigh K (1995) Magnitude-dependent variance of peak ground acceleration. Bull Seismol Soc Am 85(4): 1161-1176.
-
(1995)
Bull Seismol Soc Am
, vol.85
, Issue.4
, pp. 1161-1176
-
-
Youngs, R.R.1
Abrahamson, N.2
Makdisi, F.I.3
Sadigh, K.4
|