AUTHORS N° SURNAME NAME TITLE TOPIC SUB-TOPIC …AUTHORS N° SURNAME NAME TITLE TOPIC SUB-TOPIC EMAIL COUNTRY MASOOD RAFI Muhammad [email protected] PAKISTAN H. LODI Sarosh PAKISTAN

AUTHORSN° SURNAME NAME TITLE TOPIC SUB-TOPIC EMAIL COUNTRY

ARDESKIR Deylami [email protected] IRAN

MEHDI MAHDAVI Adeli [email protected] IRAN

BARAŃSKI Jacek [email protected] POLAND

BERKOWSKI Piotr [email protected] POLAND

DMOCHOWSKI Grzegorz [email protected] POLAND

ZANDI Yousef [email protected] IRAN

AKPINAR M.Vefa TURKEY

SALAMI Ebrahim TURKEY

MEHDIZADEH M.B. TURKEY

ZANDI Yousef [email protected] IRAN

AKPINAR M.Vefa IRAN

SALAMI Ebrahim IRAN

MEHDIZADEH M.B. IRAN

ANSOURIAN Peter [email protected] AUSTRALIA

RANZI Gianluca AUSTRALIA

JÁNA Tomáš CZECH REPUBLIC

KYZLÍK Petr CZECH REPUBLIC

WALD František [email protected] CZECH REPUBLIC

QUEK Ser Tong [email protected] SINGAPORE

LIN WEN JUN Vincent [email protected] SINGAPORE

LEE SIEW Chin SINGAPORE

MAALEJ MohamedUNITED ARAB

EMIRATES

The influence of non-structural elements on distribution of the earthquake loads

on buildings

Analysis of behaviour of costructions under catastrophic events

Evaluation of structural response under exceptional seismic actions

Characterization and modelling of seismic action

Characterization of catastrophic actions on

construction

Selecting the appropriate probabilistic seismic demand models for steel

moment-resisting frames using Bayesian statistics

Modelling influence of paraseismic tremors on prefabricated apartment

buildings



5 Analysis of structures under fire

7

1

2

3

4

Optimization of cantilever retaining walls

Protecting, strengthening and repairing

Innovative seismic protection technologies and study cases

6 Composite beams with corrugated webAnalysis of behaviour of

costructions under catastrophic events

Analysis of structures under fire

Finite element model of functionally-graded cementitious panel under small

projectile impact


Protection of structures against impact and explosion

Behaviour of composite steel-concrete members at elevated temperatures



MASOOD RAFI Muhammad [email protected] PAKISTAN

H. LODI Sarosh PAKISTAN

RAFEEQISahibzada

Farooq AhmadPAKISTAN

MUHAMMAD Aslam Faqeer PAKISTAN


NADJAI Ali [email protected] UNITED KINGDOM


NADJAI Ali [email protected] UNITED KINGDOM

MAUGERI M. [email protected] ITALY

MOTTA E. [email protected] ITALY

RACITI E. [email protected] ITALY

12 DE LA QUINTANA Jesùs

Fire safety assessment of water mist performance through computational fluid dynamic in a nineteenth century

cast-iron structured building

Evaluation of vulnerability of constructions

Vulnerability of existing buildings under fire

[email protected] SPAIN

MAGAÑA R. [email protected] MEXICO

HERMOSILLO A. MEXICO

PEREZ M. MEXICO

YAMAUCHI Tatsuya

TSUCHIKAWA Kazumasa

MASUDA Arata

SONE Akira [email protected]


9Experimental evaluation of fire

resistance of FRP and hybrid RC beams- part I


Fire damaged structures

8An indigenous model of seismic retrofit

of stone masonry structuresProtecting, strengthening

and repairing

10Analytical evaluation of fire resistance of FRP and hybrid bar RC beams - part

II



11Landslides caused by heavy rainfall at

Messina (Italy)Strategy and guidelines for damage prevention

Multi-hazard risk assessment methodology

13Analysis of different numerical

procedures for determining the random and chaotic earthquake properties


construction


JAPAN14Seismic response analysis of multiple supported piping systems with friction

characteristics




MEDIAVILLA VARAS Jesùs [email protected] THE NETHERLANDS

SOETENS Frans [email protected] THE NETHERLANDS

BREKELMANS J.W.P.M. [email protected] THE NETHERLANDS

16 WOLINSKI Szczepan Extreme snow and icing loadsCharacterization of

catastrophic actions on construction

Actions due to other natural catastrophes

[email protected] POLAND

FERMIN Pascualena [email protected] BELGIUM

VANTOMME John [email protected] BELGIUM

HEINISUO M. [email protected] FINLAND

LAASONEN M. FINLAND

OUTINEN J. FINLAND

19 BRITNER AlexanderExperimental study of composite

column and wall systems for impact resistance


Analysis of structures under impact and explosion

[email protected] GERMANY

KIM So Gu [email protected] SOUTH KOREA

PARK Yoon Ho SOUTH KOREA

KARALIS A. [email protected] GREECE

SALONIKIOS T. GREECE

STYLIANIDIS K. GREECE

RAFTOYIANNIS I.G. [email protected] GREECE

KONSTANTAKOPOULOS T.G. [email protected] GREECE

MICHALTSOS G.T. [email protected] GREECE

VILLA REAL Paulo [email protected]. PORTUGAL

LOPES Nuno [email protected]. PORTUGAL

BJÖRNSSON, Ivar [email protected] SWEDEN

THELANDERSSON Sven SWEDEN

15Damage and blast response of a steel

frame building


Vulnerability and damageability of structures under impact and

explosion

17A comparative numerical simulation study on blast response of reinforced concrete structures subjected to fire



18 Fire design in Europe and a case studyAnalysis of behaviour of



20Catastrophes of earthquakes in the urban

habitat costructionsStrategy and guidelines for damage prevention

Demands and recommendations for damage prevention under exceptional

earthquakes

21Experimental investigation of old R/C

frames strengthened against earthquakes by high dissipation steel link elements



22The influence of piers on the dynamic

behavior of bridges subjected to earthquake acting in parallel to the deck



23Evaluation of the steel structure fire resistance of a shopping centre using

structural fire engineering



24Robustness analysis of bridge when

exposed to train collision due to derailment



explosion


25 J VAN RENSBURG B. W.Minimizing the risks associated with fire

and floods in illegal and unplanned settlements in a developing country


Consequence of other natural disasters on costruction

[email protected] SOUTH AFRICA

ARBIZZANI Eugenio [email protected] ITALY

CIVIERO Paolo [email protected] ITALY

SESETYAN Karin [email protected] TURKEY

DEMIRCIOGLU Mine Betul TURKEY

ZULFIKAR Can [email protected] TURKEY

KAMER Yaver TURKEY

ERDIK Mustafa [email protected] TURKEY

HANCILAR Ufuk [email protected] TURKEY

TUZUN Cunyt [email protected] TURKEY

YENIDOGAN Cem TURKEY

ZULFIKAR Can [email protected] TURKEY

KAMER Yaver TURKEY

ERDIK Mustafa [email protected] TURKEY

FIORE Alessandra [email protected] ITALY

MONACO Pietro ITALY

ZHANG Lei-Ming [email protected] CHINA

LIU Xi-La CHINA

31 HORN Anthony J.The combined effect of high temperature

and high loading rate on the fracture resistance of a grade S355 section



[email protected] UNITED KINGDOM

Environment conscious buildings systems



27Regional earthquake shaking and loss

assessment


Performance based evaluation and seismic risk analysis

26

28Urban earthquake shaking and loss

assessment



29Seismic vulnerability of the “Quinto

Orazio Flacco” school



30The vulnerability of structures based on

energy flow networks


Performance assessment under multiple hazards


IANCOVICI M. [email protected] ROMANIA

STEFANESCU B. [email protected] ROMANIA

NUNZIATA C. [email protected] ITALY

VACCARI F. ITALY

PANZA Giuliano F. ITALY

NGUYEN An Honh THAILAND

HAYASHIKAWA Toshiro [email protected] JAPAN

CHINTANAPAKDEE Chatpan THAILAND

KULCHIN Yu. N. RUSSIA

VITRIK O.B. RUSSIA

DYSHLYUK A.V. [email protected] RUSSIA

SHALAGIN A.M. RUSSIA

BABIN S.A. RUSSIA

VLASOV A.A. RUSSIA

KUANG FANG I. [email protected] TAIWAN

LEE Chi-Chung TAIWAN

CHOU Li-Wei TAIWAN

CHIU Po-Sheng TAIWAN

YEH Jyh-Min TAIWAN

LIU Tay-Wey TAIWAN

VAICIUNAS J. [email protected] LITHUANIA

DOROSEVAS V. LITHUANIA

32Tall buildings under long predominant

period ground motions: analysis vs. Romanian code provisions



33The Mw 6.3, 2009 L’Aquila earthquake:

linear and non-linear site effects.


construction


34Seismic responses of continuous twin I-girder bridge using three-dimensional modal pushover analysis procedure



35Reflectometric interrogation technique for structural damage assessment using

fbg-based fiber optic strain sensors



36Behavior of self-compacting concrete

beam-column sub-assemblage subjected to elevated temperature



37On modeling and progressive collapse of the building subjected to shock impact

load



explosion


KOURIS S. [email protected] GREECE

PISTRIKA E. [email protected] GREECE

KARAVEZIROGLOU M. GREECE

NUSHI Violeta [email protected] KOSOVA

NIXHA Shqipe KOSOVA

KABASHI Naser KOSOVA

STATHOPOULOS T. [email protected] CANADA

BANIOTOPOULOS C.C. GREECE

ZISIS I. [email protected] CANADA

CVETKOVSKA M. [email protected] MACEDONIA

LAZAROV L. MACEDONIA

CVETKOVSKA M. [email protected] MACEDONIA

LAZAROV L. MACEDONIA

LINSE Tobias [email protected] GERMANY

GEBBENKEN Norbert GERMANY

CARVALHO LOPES Fernanda R. [email protected] PORTUGAL

SANTIAGO Aldina [email protected] PORTUGAL

GUILHERME SANTOS DA SILVA

José [email protected] BRAZIL

SIMÕES DA SILVA Luìs [email protected] PORTUGAL

GIONCU Victor [email protected] ROMANIA

MAZZOLANI Federico M. [email protected] ITALY

46 GEORGOSEmad

Abdulahad

Experimental investigation of reinforce concrete beam strengthened with CFRP tire under dynamic and static loading



[email protected] BULGARIA

38Traditional approches in the evaluation of bell-towers under catastrofic events



39

Quick impact of protecting, strengthening and repairing and

consequences of fire damaged structure – Hotel Union, Kosovo

Strategy and guidelines for damage prevention

Fire desing in Europe

40Structural design of urban habitat

construction against catastrophic wind actions



41Nonlinear stress strain analysis of composite columns exposed to fire



42Examination, assessment and repair of fire damaged RC structure of "refinery-

Okta" in Skopje



43Modeling of masonry under blast and

earthquake loadings with detailed micro-models



44Behaviour of structural assembly

between steel beam and CFT column at high temperatures



45Problems of seismic behaviour of

buildings situated in urban habitats


construction



47 RANGELOVA Fantina

Management of experimental investigation of reinforce concrete beam

strengthened with CFRP Tire under dynamic and static loading



[email protected] BULGARIA

PANZA Giuliano F. ITALY

PERESAN Antonella ITALY

ROMANELLI Fabio [email protected] ITALY

VACCARI Franco ITALY

49 ARDA BUYUKTASKIN AlmilaA school building construction in steel

under seismic eventsProtecting, strengthening

and repairingInnovative seismic protection technologies and study cases

[email protected] TURKEY

SESOV Vlatko [email protected] MACEDONIA

CVETANOVSKA Julijana MACEDONIA

BIANCO Alessia [email protected] ITALY

PICARDI Luciano ITALY

KARABINIS A.I. GREECE

ROUSAKIS T.C. [email protected] GREECE

LITOVSKY E. [email protected] CANADA

ISSOUPOV V. CANADA

KLEIMAN J. CANADA

54 FANDI Mohammad

Assessments of site motion amplification, structural dynamic

characteristics and structural vulnerability evaluation of the city of

Aqaba


construction


[email protected] JORDAN

48Scenarios based earthquake hazard

assessment


construction


50Microzonation of landslide hazard -

Application of GIS methodology


construction


Evaluation of seismic vulnerability of complex historic buildings, affected by extrinsic kinematics: the case study of

the St. Mary’s Church of the Immaculate Conception in Montecalvario, Naples



51

52

Evaluation of RVS method for pre-seismic assessment of structures utilizing post-earthquake damage

investigations



53

Outstanding problems in the development of a thermal physical properties database for building

materials under catastrophic events: research and solutions




KUANG FANG I. [email protected] TAIWAN

LEE Chi-Chung TAIWAN

CHOU Li-Wei TAIWAN

CHIU Po-Sheng TAIWAN

YEH Jyh-Min TAIWAN

LIU Tay-Wei TAIWAN

CADONI E. [email protected] SWITZERLAND

CAVERZAN A. ITALY

DI PRISCO M. ITALY

CARVALHO LOPES Fernanda R. [email protected] PORTUGAL

SANTIAGO Aldina [email protected] PORTUGAL

SANTOS DA SILVA José Guilherme [email protected] BRAZIL

DA SILVA Luís Simões [email protected] PORTUGAL

HEUNG-YOUL Kim [email protected] SOUTH KOREA

HYUNG-JUN Kim SOUTH KOREA

JAE-SUNG Lee SOUTH KOREA

KI-HYUK Kwon SOUTH KOREA

HYUNG-JUN Kim SOUTH KOREA

HEUNG-YOUL Kim [email protected] SOUTH KOREA

KYUNG-HUN Park SOUTH KOREA

KYUNG - SUK Cho SOUTH KOREA

KI-HYUK Kwon SOUTH KOREA

55Behavior of self-compacting concrete

beam-column sub-assemblage subjected to elevated temperature



56

Behaviour of high performance fibre reinforced cementitious composites

under high dynamic loading and fire for safe tunnels



57Behaviour of structural assembly

between steel beam and cft column at high temperatures



58An experimental study on the thermal

property of concrete under the load ratio condition in fire-SIF(10)



59A study on the full Scale fire test of medical modular block for the fire resistance performance evaluation




ROELLE L. [email protected] GERMANY

KUHLMANN U. GERMANY

61 BELAOURA MebarekBehaviour of concrete in compression of

high strain rate



[email protected] ALGERIA

62 ABDULMUTTALIB I. SaidDevelopment of design response spectra

for Baghdad area


construction


[email protected] IRAQ

ZANON R. [email protected] LUXEMBOURG

SOMMAVILLA M. BELGIUM

LABORY F. BELGIUM

CAJOT L. G. LUXEMBOURG

PLUMIER A. LUXEMBOURG

DEGÉE H LUXEMBOURG

WEYNAND K. LUXEMBOURG

OERDER R. LUXEMBOURG

ZANNON R. [email protected] LUXEMBOURG

SOMMAVILLA M. LUXEMBOURG

VASSART O. LUXEMBOURG

CAJOT L. G. LUXEMBOURG

ZANDONINI R. ITALY

GADOTTI F. ITALY

65 OZMEN C.

A comparative structural, architectural and cost-based analysis of seismic

design principles applied in reinforced concrete residential buildings in Turkey




60Alternate load path method by joint

ductility



63INERD software: a new design tool to

improve the robustness of RCMRF under earthquake loading



64Analysis of steel-framed open car parks

under localised fire




GORI Roberto [email protected] ITALY

MASTROPASQUA Augusto [email protected] ITALY

ZANCHIN Mauro [email protected] ITALY

67 ABSPOEL RolandFire safety of very slender plate girders

under fire conditions


Analysis of structures under fire [email protected] THE NETHERLANDS

MALESZA Mikolaj [email protected] POLAND

MIEDZIALOWSKI Czeslaw POLAND

MIEDZIALOWSKI Czeslaw [email protected] POLAND

MALESZA Mikolaj POLAND

LOTFOLLAHI Mehrdad [email protected] IRAN

MAJIDINEJAD Ali IRAN

MEHDI ALINIA Mohammad IRAN

SANG-KEUN Jung [email protected] KOREA

SUN-HEE Kim KOREA

SUNG-MO Choi KOREA

YONG-AHN Won KOREA

HEUNG-YEOL Kim KOREA

RAMLI-SULONG N.H. [email protected] MALAYSIA

LEONG S.H. MALAYSIA

TINTI Stefano [email protected] ITALY

PAGNONI Gianluca [email protected] ITALY

ZANIBONI Filippo [email protected] ITALY

ARMIGLIATO Alberto [email protected] ITALY


69 Paraseismic action on historic buildingsCharacterization of



70Nonlinear behavior evaluation of cable-

braced MRFs using finite mlement method


68Analysis of wood-framed structures

under fire



66Collapse analysis of a skylight steel

system under blast action



explosion


72Finite element analysis of top and seat angle connections under fire loading



71Evaluation of the residual strength of

square CFT columns after a fire through structural performance evaluation test


73Tsunami hazard and risk evaluation in the Gulf of Naples state of the art and

perspectives


construction



LANDOLFO Raffaele [email protected] ITALY

BRESCIA Manuela ITALY

D'ANIELLO Mario ITALY

TORTORELLI Susanna ITALY

PORTIOLI F. [email protected] ITALY

MAMMANA O. ITALY

LANDOLFO R. [email protected] ITALY

MAZZOLANI F.M. [email protected] ITALY


PARRILLI M. ITALY

PORTIOLI Francesco [email protected] ITALY

MARMO Renata ITALY


PORTIOLI Francesco [email protected] ITALY



ANNECCHIARICO M. ITALY

MAMMANA O. ITALY




TORTORELLI Susanna ITALY

74Experimental vs numerical analyses of

rotation capacity of steel beams


orStrategy and guidelines for damage prevention


orDemands and recommendations for

damage prevention under exceptional earthquakes

75Seismic assessment of historical

mosques under exceptional earthquakes: A case study in Skopje


orEvaluation of

vulnerability of constructions


orPerformance based evaluation and

seismic risk analysis

76Numerical analysis of cast iron columns

reinforced by FRPProtecting, strengthening


77Ultimate response of lap shear riveted connection under exceptional actions



78Micro and macro-finite element

modelling of brick masonry panels subject to lateral loadings



79Lateral capacity of steel structures designed according to EC8 under

catastrophic seismic events.



earthquakes


MANOS G.C. [email protected] GREECE

DEMOSTHENOUS Milton GREECE

81 MODARELLI RossellaStrength of solid and hollow-core FRP-

confined concrete members: a novel model



[email protected] ITALY

CIAMBELLI P. ITALY

MEO M.G. ITALY

RUSSO P. [email protected] ITALY

VACCARO S. ITALY

YUKSEL Ercan [email protected] TURKEY

NUR Ceyda [email protected] TURKEY

GÜNDEL Max [email protected] GERMANY

HOFFMEISTER Benno [email protected] GERMANY

HAUKE Bernhard [email protected] GERMANY

GÜNDEL Max [email protected] GERMANY

HOFFMEISTER Benno [email protected] GERMANY

FORMISANO A. [email protected] ITALY

FLORIO G. ITALY



80Consequences on the urban environment

in Greece related to the resent intense earthquake activity

strategy and guidelines for damage prevention


earthquakes

82Numerical simulations of full-scale

enclosure fires in a multilevel library



83An adaptive multiple mode nonlinear

static analyses procedure for 3D irregular structures



84Design guide for steel and composite

structures subjected to blast and impact loads


Impact and Explosion

85Experimental investigations on steel

shear walls as seismic retrofit measure for existing RC-buildings



86A quick methodology for the seismic vulnerability assessment of masonry

aggregates





FLORIO G. ITALY


DELLI PRISCOLI G. ITALY



FLORIO G. ITALY




INDIRLI M. [email protected] ITALY




BORG Ruben Paul MALTA

KOURIS Leonidas GREECE

INDIRLI Maurizio [email protected] ITALY

ROSSETTO Tiziana UNITED KINGDOM

COELHO Carlos [email protected] PORTUGAL

CARLIER Jean Philippe FRANCE

87Vulnerability analysis of historic centers:

a GIS application



88Seismic and volcanic vulnerability

analysis of the Palazzo di Città in Torre del Greco



89Seismic vulnerability analysis of a

masonry school in the Vesuvius area



90 On the catenary effect of steel buildingsEvaluation of



explosion

91Damage assessment methodologies

L’Aquila earthquake field investigations



92 Extreme flood effects as a combination Evaluation of




DE GREGORIO Daniela [email protected] ITALY

BORG Ruben Paul [email protected] MALTA

CACACE Francesco ITALY


CONTI Giuseppe ITALY

DE LUCA Giuseppe ITALY

DE LUCIA Tony ITALY

FAGGIANO Beatrice ITALY

FIORENTINO Giuseppe ITALY

FLORIO Gilda ITALY

FORMISANO Antonio [email protected] ITALY

GERASIMIDIS Simos GREECE



PELLEGRINO Fabio ITALY

PELLEGRINO Stefania ITALY

PENNONE Ciro ITALY

TERRACCIANO Giusy ITALY

ZUCCARO Giulio ITALY

93

Survey activity for the seismic and volcanic vulnerability assessment in the vesuvian area the historical centre and a

residential area of Torre del Greco








CONTI Giuseppe ITALY

DE LUCA Giuseppe ITALY

DE LUCIA Tony ITALY

DI FEO Pierpaolo ITALY

FAGGIANO Beatrice [email protected] ITALY

FIORENTINO Giuseppe ITALY

FLORIO Gilda ITALY





PELLEGRINO Fabio ITALY

PELLEGRINO Stefania ITALY

PENNONE Ciro ITALY

TERRACCIANO Giusy ITALY


94

Survey activity for the seismic and volcanic vulnerability assessment in the

vesuvian area the school buldings of Torre del Greco





ALTERIO Luisa ITALY



CHIEFFO Nicola ITALY


DI FEO Pierpaolo ITALY

ESPOSITO Antonio ITALY


FLORIO Gilda ITALY





PALLADINO Giovanni ITALY

RICCIO Ilaria ITALY

SWORD-DANIELS Victoria UNITED KINGDOM


96 FABER M.H.New light on global catastrophic risk

managementStrategy and guidelines for damage prevention


[email protected] SWITZERLAND

95Survey activity for the seismic and

volcanic vulnerability assessment in the Vesuvian area the Golden Mile Villas




NARASIMHAN Harikrishna SWITZERLAND




FABER Michael SWITZERLAND





MUZEAU Jean-Pierre FRANCE


TALON Aurelie FRANCE



ROMANELLI Fabio [email protected] ITALY

PUGLISI Claudio ITALY



NUNZIATA C. [email protected] ITALY

DE NISCO G. ITALY

COSTANZO M.R. ITALY

VACCARI F. ITALY

PANZA G.F. ITALY

97Guidelines for volcanic risk assessment and suggestions for mitigation actions



98Multi-hazard maps for the Valparaiso

area (Chile)Strategy and guidelines for damage prevention


99The Vesuvius case study in the

framework of the EU COST Action C26 activity



100Measurements of shear wave velocities

for seismic and volcanic hazard assessment in urban areas


construction







KAPPOS Andreas GREECE

NIGRO Emidio [email protected] ITALY

ROSSETTO Tiziana [email protected] UNITED KINGDOM


CARLIER Jean Philippe FRANCE

ALLSOP William UNITED KINGDOM


ROSSETTO Tiziana [email protected] UNITED KINGDOM

JOHNSTON David UNITED KINGDOM

WILSON Tom UNITED KINGDOM

LOUGHLIN Sue UNITED KINGDOM

SARGEANT Susanne UNITED KINGDOM

COLE Jim UNITED KINGDOM



CARLIER Jean Philippe [email protected] FRANCE



CARLIER Jean Philippe [email protected] FRANCE

101Comparison of damage assessment

methodologies Strategy and guidelines for damage prevention


102 Tsunami actions on constructionsCharacterization of



103State of the art review of the impacts of volcanic ash fall on urban environments


Consequence of volcanic eruptions on costructions

104 Avalanche actions on constructions Characterization of



105Avalanche risk assessment in populated

areasStrategy and guidelines for damage prevention



VAMVAMVATSIKOS Dimitrios CYPRUS


NIGRO Emidio ITALY



KAPPOS Andreas GREECE


STATHOPOULOS T. CANADA



ZUCCARO G. ITALY

CACACE F. ITALY


NIGRO Emidio ITALY

CASTELLANO Maria Gabriella [email protected] ITALY

INFANTI Samuele ITALY

STOIAN Valeriu [email protected] ROMANIA

FLORUT Codrut ROMANIA

PESCARI Simion ROMANIA

PASTIU Paul ROMANIA

106Structural vulnerability assessment

under natural hazards a review



107Volcanic actions and their consequences

on structures



108Seismic isolation of buildings in Italy with double concave curved surface

sliders



109Behaviour and structural evaluation

procedure of a precast




CERADINI Vittorio [email protected] ITALY

PRATICÒ Manuela [email protected] ITALY

TERENZI Paola ITALY

PRATICÒ Manuela [email protected] ITALY

DI FEDE Emanuela ITALY

MASCARELLA Gloria ITALY

BARATTA Alessandro [email protected] ITALY

COPPARI Sandro [email protected] ITALY

CORBI Ilenia [email protected] ITALY

BONALUMI P. [email protected] ITALY

COLOMBO M. ITALY

DI PRISCO M. ITALY

COLLETTA Teresa [email protected] ITALY

CORBI Ilenia [email protected] ITALY

DE MARTINO Gianluigi [email protected] ITALY

CENNAMO Claudia ITALY

CHIAIA Bernardino [email protected] ITALY

DI FIORE Marco [email protected] ITALY

116 NIGRO EmidioLandslides as a secondary event of

earthquakes and eruptions


construction



110

Le regole dell’arte del recupero dell’architettura storica in caso di

emergenza. Le linee guida per la messa in sicurezza e l’uso degli spazi e dei beni

pubblici , in vista del restauro dell’edificato storico del comune di

Sant’Eusanio Forconese (AQ)


Mitigation options for natural hazards, with a special focus of

volcanic eruptions

111

Procedure di conservazione in caso di emergenza: il recupero della facciata crollata della chiesa di Sant’Eusanio

Martire.



112Method for the evaluation of the seismic

vulnerability of fortified structures



113Analysis of behaviour of


Numerical investigation of internal explosion in steel pipe


114Damage prevention and urban practices for improved security in the historical

cities after earthquakes.



earthquakes

115Considerations about damage and

retrofit of the SS. Rosario Church in Gesualdo (AV)





FERRARO A. [email protected] ITALY

CEFARELLI G. [email protected] ITALY


FERRARO A. [email protected] ITALY




BILOTTA A. [email protected] ITALY

MANFREDI G. [email protected] ITALY

COSENZA E. [email protected] ITALY

GUNEY Deniz [email protected] TURKEY

KURUSCU Ali Osman TURKEY

KAPTAN Meltem Vatan TURKEY

ZUCCARO G. [email protected] ITALY

CACACE F. ITALY


LEONE M. ITALY


CACACE F. ITALY

NARDONE S. ITALY


CACACE F. ITALY

117Member, substructure and global

structural fire analyses of composite steel-concrete frames



118Application of FSE approach to the

structural fire safety assessment of steel-concrete composite structures



119Bar anchorage influence on fire resistance of concrete members

reinforced with FRP bars



120Optimizing the organization of infill

walls in order to improve the earthquake response



121Seismic impact scenarios in the volcanic

areas in Campania



122Building technologies for the mitigation

of volcanic riskProtecting, strengthening

and repairing

Mitigation options for natural hazards, with a special focus of

volcanic eruptions

123Human and structural damage

consequent to a sub-plinian like eruption at mont vesuvius



124Vulnerability functions for building

structures under pyroclastic flow actions




SALVATORE Walter ITALY

CAPRILI Silvia ITALY

NARDINI Luca [email protected] ITALY

BRACCONI Aurelio ITALY

SIGNORINI Nicola ITALY

BORTONEGabriella Francesca

ITALY

RUSSO S. [email protected] ITALY

SCIARRETTA F. [email protected] ITALY

SUN Feifei ffsun@ tongji.edu.cn CHINA

XU Jiaming CHINA

ZAHARIA Raul [email protected] ROMANIA

PINTEA Dan ROMANIA

DUBINA Dan [email protected] ROMANIA

AUDEBERT M. [email protected] FRANCE

BOUCHAÏR A. FRANCE

DHIMA D. FRANCE

TAAZOUNT M. FRANCE

AUDEBERT Ph. FRANCE

MANAFPOUR A. [email protected] IRAN

EBRAHIMIAN M. IRAN

RAKA Eva [email protected] ITALY

SEPE Vincenzo ITALY

SPACONE Enrico ITALY

125Seismic vulnerability assessment of an existing r.c. school building in Tuscany



126

Traditional brick masonry exposed to high temperatures: experimental and

theoretical investigation on the residual mechanical properties


Analyses of sturctures under fire

127Numerical simulation of collapse

behavior of tall core-outrigger structures subject to severe earthquakes



128 Fire after earthquakeAnalysis of behaviour of



129Thermal and thermo-mechanical

behaviour of timber connections in fire



130A multimodal pushover analysis

procedure for extreme seismic load evaluation of structures



131

Impact of the L'Aquila 2009 earthquake on the small village of Poggio Piacenza: damge assessment and reconstruction

planning




DINU Florea [email protected] ROMANIA




DE MATTEIS Gianfranco ITALY


ZAHARIA Raul ROMANIA



BORDEA Sorin ROMANIA



STRATAN A. [email protected] ROMANIA

MUNTEAN N. ROMANIA

VULCU C. ROMANIA

GRECEA D. ROMANIA

STRATAN Aurel [email protected] ROMANIA

DINU Florea ROMANIA


DOGARIU Adrian ROMANIA

BORDEA Sorin ROMANIA


132Effect of column loss on the robustness

of a high rise steel building



explosion

133Direct design approach for seismic resistant steel frame buildings under

extreme loading



134Progressive collapse investigation on the

seismic resistant structures in case of different hazard scenarios



explosion

135

Numerical and experimental evaluation of q - factors for RC moment resisting frames strengthened of steel buckling

restrained brace






137

Evaluation of re-centring capability of dual frames with removable dissipative members: case study for eccentrically

braced frames with bolted links



138Behavior model for post-tensioned

bolted RC frame – steel brace connection







136Application of high strength steel to

seismic resistant multi-storey buildings

Analysis of behaviour of costuctions under

catastrophic events


NEAGU Calin ROMANIA



LIM Brian [email protected] HONG KONG

SHEN Haining [email protected] HONG KONG

141 TURK A. Murat

Increasing lateral load carrying capacity of existing reinforced concrete frames by

employing of FRP and steel fuse elements




CANDELA Michele [email protected] ITALY

CERADINI Vittorio [email protected] ITALY

FONTI Roberta [email protected] ITALY

ACITO Maurizio [email protected] ITALY

TATTONI Sergio ITALY

DE GREGORIO D. [email protected] ITALY

FAGGIANO B. [email protected] ITALY



FAGGIANO B. [email protected] ITALY

DE GREGORIO D. [email protected] ITALY


139Experimental evaluation of q factor for dual steel frames of dissipative shear

walls



earthquakes

140Using newly developed visco-elastic damper for building seismic design



142 Masonry art’s rule for historically

covers’ structures of large spans under seismic action



earthquakes

143Probabilistic reliability of RC beams

subjected to blast loadings



explosion

144Air fall deposits due to explosive

eruptions: action model and robustness assessment of the Vesuvian roofs


Consequence of volcanic eruptions on costructions

145

Assessment of the resistance of steel structures subjected to fire ollowing

earthquake through a performance-based approach




KOURIS L. GREECE

BORG R.P. MALTA

INDIRLI M. [email protected] ITALY

147 NUNZIATA C.State-of-the-art of seismicity studies at

VesuviusStrategy and guidelines for damage prevention



VROUWENVELDERA.C.W.M.

(Ton) [email protected] THE NETHERLANDS

GRESNIGT A.M. (Nol)

KILIC Sami A. [email protected] TURKEY

SMITH Peter D. UNITED KINGDOM

KILIC Sami A. [email protected] TURKEY

SMITH Peter D. UNITED KINGDOM

151 DESMET BramA combined hydrocode and linear elastic simulation model for blast induced soil

vibrations


constructionsModelling of explosion [email protected] BELGIUM

SENDOVA Veronika [email protected] MACEDONIA

JEKIC Goran MACEDONIA

TASHKOV Ljubomir [email protected] MACEDONIA

CASADEI Paolo [email protected] ITALY

AGNELONI Emo

154 SEILER Christian

Tests and simplified numerical simulation of vehicle impact on

guardrails with respect to normative regulations


constructionsModelling of impact [email protected] GERMANY



explosion

Modelling of explosion



146Vulnerability assessment of buildings:

the Abruzzo earthquake



148Impact loading of a buried steel pipeline

by a truck falling from a viaduct


149Simulation of pressures behind rigid

blast walls


constructions

150Behaviour of deformable blast walls for

protective structural designProtecting, strengthening

and repairing

152Effectiveness of seismic strengthening of

monuments for their blast resistanceProtecting, strengthening

and repairing

153Elastic systems for dynamic retrofitting

(ESDR) of structuresProtecting, strengthening

and repairing


LÖÖF Annika [email protected]

TEICH Martien

VAN DOORMAAL Ans

DE LA QUINTANA J. [email protected] SPAIN

PEREZ C. SPAIN

MINGUEZ M. SPAIN

KWASNIEWSKI Leslaw [email protected] POLAND

BALCERZAK Marcin POLAND

TYAS Andy [email protected] UNITED KINGDOM

WARRON James

159 DE MATTEIS GianfrancoMechanical behavior of pure aluminium

under static and dynamic loading




160 SOLOMOS GeorgeAssesment of explosion effect in railway

stations



[email protected]

161 TYAS AndyExperimental studies of semirigid steel

connections subjected to impulsive loading



[email protected] UNITED KINGDOM

PANTOUSA D. [email protected] GREECE

MISTAKIDIS E. [email protected] GREECE

Thermo-mechanical analysis of composite slabs under fire conditions





explosion


155Windows and glazing systems exposed

to explosion loads:lethality


constructions


constructions



156

Identification of geometrical design criteria for reducing the vulnerability

of buildings to blast effects in urban configurations


157A feasibility study on modeling blast

loading using ALE formulation


constructions

158Experimental studies of clearing effects

in near field blast loading of finite targets


HAJPÁL M. [email protected] HUNGARY

TÖRÖK Á. HUNGARY

ALVAREZ DE BUERGO M. HUNGARY

GÓMEZ-HERAS M. SPAIN

VARAS-MURIEL M.J. SPAIN

FORT R. SPAIN

CSICSELY Á. HUNGARY

164 HAJPÁL M.The effect of different plaster types on critical limit for fire resistance used by

horizontal load-bearing structures


Analyses of sturctures under fire [email protected] HUNGARY

KWASNIEWSKI Leslaw [email protected] POLAND

ŁĄCKI Krzyszto POLAND

FERRAIOLI M. [email protected] ITALY

AVOSSA A.M ITALY

FORMATO F. ITALY

167 FERRAIOLI M.Base isolation seismic retrofit of a

hospital building in Italy: performance under earthquake strong ground motions




168 FERRAIOLI M.Inelastic torsional response of an

asymmetric-plan hospital building in Italy





163Changes in properties of earthen

materials under fire



166Base isolation seismic retrofit of a

hospital building in Italy: design and construction



165Numerical modeling of steel columns in

fire



FERRAIOLI M. [email protected] ITALY

ABBRUZZESE D. ITALY

MICCOLI L. ITALY

VARI A. ITALY

DI LAURO G. ITALY

DE MATTEIS G. [email protected] ITALY

BRANDO G. ITALY

BASILE A. ITALY



BRANDO G. ITALY

CANTAGALLO C. ITALY

SPACONE E. ITALY

172 BRITNERExperimental study of composite

column and wall systems for impact resistance



[email protected] GERMANY

LÖÖF Annika [email protected]

TEICH Martien [email protected] GERMANY

VAN DOORMAAL Ans

AYALA Gustavo

MENDOZA Mabel

APOSTOLSKA Roberta [email protected] MACEDONIA

Seismic protection of high-rise buildings by aluminium shear panels: a design

application

174Development and validation of a procedure of seismic performance

evaluation of structures



173

Windows and glazing systems exposed to explosion loads:

protection


constructionsModelling of explosion

170






Seismic upgrading of an existing RC frame buildings by local and global

metal-based systems171





damage prevention under exceptional earthquake

169Structural identification from ambient vibration testing of an asymmetric-plan

hospital building in Italy




KRSTEVSKA L. [email protected] MACEDONIA

TASHKOV LJ. [email protected] MACEDONIA

GRAMATIKOV K.



KRSTEVSKA L. [email protected] MACEDONIA

TASHKOV LJ. [email protected] MACEDONIA

GAREVSKI M.

SHENDOVA V.

177 DELLA CORTE G.Seismic collapse assessment of steel frames: analysis methodologies and

modeling issues




DELLA CORTE G. [email protected] ITALY


GEORGIADI-STEFANIDI K. GREECE

MISTAKIDIS [email protected] GREECE

FISCHINGER Matej [email protected] SLOVENIA

KRAMAR Miha

ISAKOVI Ć Tatjana






180Protecting, strengthening


Seismic behaviour of dowel beam-column connections in precast industrial

buildings

179Numerical investigation of old R/C

frames strengthened against earthquakes by high dissipation steel link elements



178Failure modes of brbs in case of

catastrophic earthquakes: experimental analysis and design guidelines


orProtecting, strengthening

and repairing


WG2or

Innovative seismic protection technologies and study cases WG2



Experimental methodology for verification of efectiveness of innovative

seismic strengthening techniques of historical monuments

175

176Application of base isolation techniques

for seismic protection of structures - study cases



ANNECCHIARICO M. ITALY

MAMMANA O. ITALY



FLORIO G. ITALY



APOSTOLSKA Roberta [email protected] MACEDONIA

NECEVSKA-CVETANOVSKA

Golubka [email protected] MACEDONIA

CVETANOVSKA Julijana MACEDONIA


DI FEO P. ITALY

FLORIO G. ITALY

GRIPPA M. ITALY


DI FEO P. ITALY


SICKERT U. GERMANY

MANDARA A. [email protected] ITALY

KALISKE M.

GRAF W.

185Strategy and guidelines for damage prevention


earthquakes

Seismic behaviour of RC buildings designed according to new and old

italian codes

186Evaluation of



Robust design of seismic up-grading for R.C. structures with innovative bracing

systems

183


orEvaluation of





Seismic performance of RC building structures with masonry infill

184


orEvaluation of





L’Aquila earthquake: survey in the historical centre of Castelvecchio

Subequo (AQ)

182


orEvaluation of





Numerical modeling and analysis of a masonry building aggregate in Poggio

Picenze (AQ)

181






Seismic performance of RC building structures with masonry infill panels

subject to lateral loadings



RAMUNDO F. [email protected] ITALY

SPINA G. ITALY



SPINA G. ITALY

GESUALDO Antonio [email protected] ITALY

MONACO Michelina [email protected] ITALY

GESUALDO Antonio [email protected] ITALY

MONACO Michelina [email protected] ITALY

SAVINO Mariateresa ITALY

WANG Yilin [email protected] CHINA

LIU Xila CHINA

FANG Conggi CHINA

Performance assessment under multiple hazzards

Seismic vulnerability reduction of existing masonry buildings. Modelling

of retrofitting techniques


191Damage Detection in Bridges Using

Static Difference Curvature




Application of smart strategies against severe dynamic actions



Experimental characterisation of MR device



Seismic retrofitting techniques for masonry arch bridges


and repairing


192 RALEGAONKAR Rahul V. Spatial indexing of Buildings for

Disaster ManagementStrategy and guidelines for damage prevention


[email protected] INDIA

GEBBEKEN Norbert [email protected] GERMANY

DÖGE Torsten [email protected] GERMANY

194 OHMURA TetsuyaNonlinear analysis of post-tensioned concrete walls that minimize residual

drifts under seismic loading



[email protected] JAPAN

195 ESPLIN RobertInsulated concrete thin shells under

exceptional loads



[email protected] USA

196 KRÁLIK J.Probabilistic nonlinear dynamic analysis of the frame-wall structures subjected to

the blast loading.



[email protected] SLOVAK

197 KRÁLIK J.Risk-based safety analysis of the containment safety and reliability



[email protected] SLOVAK


MIGLIORE M.R. ITALY

ARROYO MATUS Roberto [email protected] MEXICO

ROGELIO GUINTO HERRERA

Esteban MEXICO

SÁNCHEZ TIZAPA Sulpicio MEXICO

CORONA VILLASANA José Luis MEXICO

CALDERONI Bruno [email protected] ITALY

CORDASCO Emilia A. [email protected] ITALY

LENZA Pietro ITALY

PACELLA Gaetana ITALY

FIORINO L. [email protected] ITALY

IUORIO O. [email protected] ITALY

MACILLO V. [email protected] ITALY



201Seismic response of sheathed cold

formed steel structurs under catastrophic events


200Remarks on seismic behaviour of

masonry buildings of L’Aquila (Italy) under the April 2009 earthquake



199

Earthquake disaster mitigation through experimental and analytical studies on southern mexican adobe houses located

in urban areas





A model for limit state analysis of wooden structures


Modelling of impactDetermination of design loads from

explosion and impact scenarios193


constructions

Documents

AUTHORS N° SURNAME NAME TITLE TOPIC SUB-TOPIC …AUTHORS N° SURNAME NAME TITLE TOPIC SUB-TOPIC EMAIL COUNTRY MASOOD RAFI Muhammad [email protected] PAKISTAN H. LODI Sarosh PAKISTAN