All accepted papers will be published in the Proceeding Volume, provided that the following conditions will be fulfilled:

  1. The text of the paper must be strictly complying with the Balkema requirements
  2. At least one Author of each paper will attend the Conference for presenting his paper
  3. The registration of the presenting Author must be done within 15 July
LIST OF ACCEPTED PAPERS

SURNAME

NAME

TITLE OF PAPER

COUNTRY

1

DEYLAMI
MAHDAVI ADELI

A.
M.

Selecting the appropriate probabilistic seismic demand models using Bayesian statistics

IRAN

2

BARAŃSKI
BERKOWSKI
DMOCHOWSKI

J.
P.
G.

Modelling influence of paraseismic tremors on precast apartment buildings

POLAND

5

ANSOURIAN
RANZI
ZONA

P.
G.
A.

Partial interaction behaviour of composite steel-concrete members at elevated temperatures accounting for geometric nonlinearities

AUSTRALIA
AUSTRALIA
ITALY

6

WALD
JÁNA
KYZLÍK
STREJČEK

F.
T.
P.
M.

To the composite slab on beams with corrugated web exposed to fire

CZECH REPUBLIC

7

QUEK
LIN
LEE
MAALEJ

S.T.
V.W.J.
S.C.
M.

Numerical Study of Functionally-Graded Cementitious Panels Subjected to Small Projectile Impact

SINGAPORE
SINGAPORE
SINGAPORE
UAE

8

RAFI
LODI
RAFEEQI

M.M.
S.H.
S.F.A.

An indigenous model of seismic retrofit of stone masonry structures

PAKISTAN

9

RAFI
NADJAI

M.M.
A.

Experimental evaluation of fire resistance of FRP and hybrid RC beams- part I

PAKISTAN
UK

10

RAFI
NADJAI

M.M.
A.

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

PAKISTAN
UK

12

DE LA QUINTANA
AURTENETXE
MORENTE
UGARTETXE

J.
J.
F.
R.

Computational Fluid Dynamic analysis of water mist system performance for fire safety of a nineteenth century cast-iron
structured building

SPAIN

13

MAGAÑA
HERMOSILLO
PEREZ

R.
A.
M.

Analysis of different numerical procedures for determining the random and chaotic earthquake properties

MEXICO

14

YAMAUCHI
TSUCHIKAWA
MASUDA
SONE

T.
K.
A.
A.

Seismic response analysis of multiple supported piping systems with friction characteristics

JAPAN

15

MEDIAVILLA
SOETENS
BREKELMANS

J.
F.
J.W.P.M.

Damage and blast response of a steel frame building

THE NETHERLANDS

17

PASCUALENA
VANTOMME
NDAMBI
NYSTRÖM

F.
J.
J.M.
U.

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

BELGIUM
BELGIUM
BELGIUM
SWEDEN

19

BRITNER
GÜNDEL
OBIALA

A.
M.
R.

Experimental study of composite column and wall systems for impact resistance

GERMANY
GERMANY
LUXEMBOURG

21

KARALIS
STYLIANIDIS
SALONIKIOS

A.
K.
T.

Experimental investigation of old R/C frames strengthened against earthquakes by high dissipation steel link elements

GREECE

22

RAFTOYIANNIS
KONSTANTAKOPOULOS
MICHALTSOS

I.G.
T.G.
G.T.

The influence of piers on the dynamic behavior of bridges subjected to earthquake acting in parallel to the deck

GREECE

23

VILA REAL
LOPES

P.
N.

Evaluation of the steel structure fire resistance of a shopping centre using structural fire engineering

PORTUGAL

24

BJÖRNSSON
THELANDERSSON

I.
S.

Robustness analysis of bridge when exposed to train collision due to derailment

SWEDEN

25

VAN RENSBURG

B.W.J.

Minimizing the risks associated with fire and floods in illegal and unplanned settlements in a developing country

SOUTH AFRICA

27

SESETYAN
DEMIRCIOGLU
ZULFIKAR
KAMER
ERDIK

K.
M.B.
C.
Y.
M.

Regional earthquake shaking and loss assessment

TURKEY

28

HANCILAR
TUZUN
YENIDOGAN
ERDIK

U.
C.
C.
M.

Urban earthquake loss assessment by ELER

TURKEY

29

FIORE
MONACO

A.
P.

Seismic vulnerability of the “Quinto Orazio Flacco” school

ITALY

31

HORN

A.J.

The combined effect of high temperature and high loading rate on the fracture resistance of a grade S355 section

UK

32

IANCOVICI
STEFANESCU

M.
B.

Tall buildings under long predominant period ground motions: analysis vs. Romanian code provisions

ROMANIA

33

NUNZIATA
VACCARI
PANZA

C.
F.
G.F.

The Mw 6.3, 2009 L’Aquila earthquake: linear and non-linear site effects.

ITALY

34

NGUYEN
HAYASHIKAWA
CHINTANAPAKDEE

A.H.
T.
C.

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

THAILAND
JAPAN
THAILAND

35

KULCHIN
VITRIK
DYSHLYUK
SHALAGIN
BABIN
VLASOV

Y.N.
O.B.
A.V.
A.M.
S.A.
A.A.

Reflectometric interrogation technique for structural damage assessment using fbg-based fiber optic strain sensors

RUSSIA

36

FANG
LEE
CHOU
CHIU
LIU
YEH

I.K.
C.C.
L.W.
P.S.
T.W.
J.M.

Fire resistance of self-compacting concrete beam-column sub-assemblage

TAIWAN

37

VAICIUNAS
DOROSEVAS

J.
V.

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

LITHUANIA

39

NUSHI
NIXHA
KABASHI

V.
Sh.
N.

Quick impact of protecting, strengthening and repairing and consequences of fire damaged structure – Hotel Union, Kosovo

KOSOVA

40

STATHOPOULOS
ZISIS
BANIOTOPOULOS

T.
I.
C.C.

Structural design of urban habitat construction against catastrophic wind actions

CANADA
CANADA
GREECE

42

CVETKOVSKA
LAZAROV

M.
L.

Examination, assessment and repair of RC structure damaged by fire

MACEDONIA

43

LINSE
GEBBEKEN

T.
N.

Detailed Micro-Modelling of Masonry under Blast and Earthquake Loads

GERMANY

44

CARVALHO LOPES
SANTIAGO
SIMÕES DA SILVA
SANTOS DA SILVA

F.R.
A.
L.
G.J.

Numerical assessment of structural assembly between steel beam and CFT columns under fire

PORTUGAL
PORTUGAL
PORTUGAL
BRAZIL

45

GIONCU
MAZZOLANI

V.
F.M.

Problems of seismic behaviour of buildings situated in urban habitats

ROMANIA
ITALY

48

ROMANELLI
PERESAN
VACCARI
PANZA

F.
A.
F.
G.F.

Scenarios based earthquake hazard assessment

ITALY

49

ARDA BUYUKTASKIN

A.

A school building construction in steel under seismic events

TURKEY

50

SESOV
CVETANOVSKA

V.
J.

Microzonation of landslide hazard - Application of GIS methodology

MACEDONIA

51

BIANCO
PICARDI

A.
L.

Seismic vulnerability by extrinsic kinematics: the St. Mary’s Church, Naples, Italy

ITALY

52

KARABINIS
ROUSAKIS

A.I.
T.C.

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

GREECE

56

CADONI
CAVERZAN
DI PRISCO

E.
A.
M.

Behaviour of high performance fibre reinforced cementitious composites under high dynamic loading and fire for safe tunnels

SWITZERLAND
ITALY
ITALY

58

KYUNG SUK
HEUNGYOUL
HYUNGJUN
JAESUNG
YOUNGHAN

C.
K.
K.
L.
J.

An Experimental Study on the Thermal Property of Concrete under the Load Ratio Condition in Tunnel Fire

SOUTH KOREA

59

HEUNGYOUL
HYUNG JUN
JAE SUNG
KI HYUK
BONG HO

K.
K.
L.
K.
C.

A Study on the Full Scale Fire Test of Medical Modular Block for the Fire Resistance Performance Evaluation SOUTH KOREA

60

ROELLE
KUHLMANN

L.
U.

Robust design – Alternate Load Path Method as design strategy

GERMANY

61

BELAOURA

M.

Compressive behaviour of concrete at high strain rates

ALGERIA

62

ABDULMUTTALIB

I. S.

Development of design response spectra for Baghdad area

IRAQ

63

ZANON
SOMMAVILLA
LABORY
CAJOT
PLUMIER
DEGÉE
WEYNAND
OERDER

R.
M.
F.
L.G.
A.
H.
K.
R.

INERD software: a new design tool to improve the robustness of RCMRF under earthquake loading

LUXEMBOURG
LUXEMBOURG
LUXEMBOURG
LUXEMBOURG
BELGIUM
BELGIUM
GERMANY
GERMANY

64

ZANON
SOMMAVILLA
VASSART
CAJOT
ZANDONINI
GADOTTI

R.
M.
O.
L.G.
R.
F.

Analysis of steel-framed open car parks under localised fire

LUXEMBOURG
LUXEMBOURG
LUXEMBOURG
LUXEMBOURG
ITALY
ITALY

65

OZMEN

C.

A comparative structural, architectural and cost-based analysis of seismic design principles applied in reinforced concrete residential buildings in Turkey

TURKEY

71

SANG-KEUN
SUN-HEE
SUNG-MO
YONG-AHN
HEUNG-YEOL

J.
K.
C.
W.
K.

Evaluation of the residual strength of square CFT columns after a fire through structural performance evaluation test

KOREA

74

TORTORELLI
D'ANIELLO
LANDOLFO

S.
M.
R.

Lateral capacity of steel structures designed according to EC8 under catastrophic seismic events

ITALY

75

PORTIOLI
MAMMANA
LANDOLFO
MAZZOLANI

F.
O.
R.
F.M.

Seismic assessment of historical mosques under exceptional earthquakes: A case study in Skopje

ITALY

77

MARMO
D'ANIELLO
PORTIOLI
LANDOLFO

R.
M.
F.
R.

Finite element modelling of lap shear riveted connections in fire

ITALY

78

ANNECCHIARICO
PORTIOLI
LANDOLFO

M.
F.
R.

Micro and macro-finite element modelling of brick masonry panels subject to lateral loadings

ITALY

79

D'ANIELLO
PORTIOLI
LANDOLFO

M.
F.
R.

Lateral capacity of steel structures designed according to EC8 under catastrophic seismic events.

ITALY

80

MANOS
DEMOSTHENOUS

G.C.
M.

Consequences on the urban environment in Greece related to the resent intense earthquake activity

GREECE

81

MODARELLI

R.

Strength of solid and hollow-core FRP-confined concrete members: a novel model

ITALY

82

CIAMBELLI
MEO
RUSSO
VACCARO

P.
M.G.
P.
S.

Numerical simulations of full-scale enclosure fires in a multilevel library

ITALY

85

GÜNDEL
SCHMITT
HOFFMEISTER

M.
D.
B.

Experimental investigations on steel shear walls as seismic retrofit measure for existing RC-buildings

GERMANY

86

FORMISANO
MAZZOLANI
FLORIO
LANDOLFO

A.
F.M.
G.
R.

A quick methodology for seismic vulnerability assessment of historical masonry aggregates

ITALY

87

FORMISANO
MAZZOLANI
FLORIO
LANDOLFO
DE MASI
DELLI PRISCOLI
INDIRLI

A.
F.M.
G.
R.
G.
G.
M.

Seismic vulnerability analysis of historical centres: a GIS application in Torre del Greco

ITALY

89

FORMISANO
MAZZOLANI
INDIRLI

A.
F.M.
M.

Seismic vulnerability analysis of a masonry school in the Vesuvius area

ITALY

90

FORMISANO
MAZZOLANI

A.
F.M.

On the catenary effect of steel buildings

ITALY

91

BORG
INDIRLI
ROSSETTO
KOURIS

R.P.
M.
T.
L.A.

L’Aquila Earthquake April 6th, 2009: the Damage Assessment Methodologies

MALTA
ITALY
UK
GREECE

92

COELHO
CARLIER

C.
J.P.

Extreme flood effects as a combination of river and sea action

PORTUGAL
FRANCE

93

DE GREGORIO
FAGGIANO
FLORIO
FORMISANO
DE LUCIA
TERRACCIANO
MAZZOLANI
CACACE
CONTI
DE LUCA
FIORENTINO
PENNONE
ZUCCARO
BORG
COELHO
GERASIMIDIS
INDIRLI

D.
B.
G.
A.
T.
G.
F.M.
F.
G.
G.
G.
C.
G.
R.P.
C.
S.
M.

Survey activity for the seismic and volcanic vulnerability assessment in the vesuvian area the historical centre and a residential area of Torre del Greco

ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
MALTA
PORTUGAL
GREECE
ITALY

94

FLORIO
DE GREGORIO
FORMISANO
FAGGIANO
DE LUCIA
TERRACCIANO
MAZZOLANI
CACACE
CONTI
DE LUCA
FIORENTINO
PENNONE
ZUCCARO
BORG
COELHO
GERASIMIDIS
INDIRLI

G.
D.
A.
B.
T.
G.
F.M.
F.
G.
G.
G.
C.
G.
R.P.
C.
S.
M.

Survey activity for the seismic and volcanic vulnerability assessment in the Vesuvian area: relevant masonry and r.c. school buildings in Torre del Greco

ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
MALTA
PORTUGAL
GREECE
ITALY

95

ALTERIO
DE GREGORIO
FAGGIANO
DI FEO
FLORIO
FORMISANO
MAZZOLANI
CACACE
ZUCCARO
BORG
COELHO
INDIRLI
KOURIS
SWORD-DANIELS

L.
D.
B.
P.
G.
A.
F.M.
F.
G.
R.P.
C.
M.
L.
V.

Survey activity for the seismic and volcanic vulnerability assessment in the Vesuvian area the Golden Mile Villas

ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
ITALY
MALTA
PORTUGAL
ITALY
GREECE
UK

97

NARASIMHAN
BORG
CACACE
ZUCCARO
FABER
DE GREGORIO
FAGGIANO
FORMISANO
MAZZOLANI
INDIRLI

H.
R.P.
F.
G.
M.
D.
B.
A.
F.M.
M.

A framework and guidelines for volcanic risk assessment

SWITZERLAND
MALTA
ITALY
ITALY
SWITZERLAND
ITALY
ITALY
ITALY
ITALY
ITALY

98

INDIRLI
PUGLISI
SCREPANTI
ROMANELLI

M.
C.
A.
F.

Multi-hazard maps for the Valparaiso area (Chile)

ITALY

99

MAZZOLANI
INDIRLI

F.M.
M.

The Vesuvius case study in the framework of the EU COST Action C26 activity

ITALY

100

NUNZIATA
DE NISCO
COSTANZO
VACCARI
PANZA

C.
G.
M.R.
F.
G.F.

Measurements of shear wave velocities for seismic and volcanic hazard assessment in urban areas

ITALY

101

ROSSETTO
KAPPOS
KOURIS
INDIRLI
BORG
LLOYD
SWORD-DANIELS

T.
A.
L.A.
M.
R.P.
T.O.
V.

Comparison of damage assessment methodologies for different natural hazards

UK
GREECE
GREECE
ITALY
MALTA
UK
UK

102

ROSSETTO
LLOYD
COELHO
CARLIER
ALLSOP

T.
T.O.
C.
J.P.
W.

Tsunami Impact Evaluation for Coastal Areas

UK
UK
PORTUGAL
FRANCE
UK

103

SWORD-DANIELS
ROSSETTO
TWIGG
JOHNSTON
WILSON
COLE
LOUGHLIN
SARGEANT

V.
T.
J.
D.
T.
J.
S.
S.

Review of the impacts of volcanic ash fall on urban environments

UK

104

TALON
MUZEAU
CARLIER

A.
J.P.
J.P.

Avalanche actions on constructions

FRANCE

105

TALON
MUZEAU
CARLIER

A.
J.P.
J.P.

Avalanche risk assessment in populated areas

FRANCE

106

VAMVATSIKOS
KOURIS
PANAGOPOULOS
KAPPOS
NIGRO
ROSSETTO
LLOYD
STATHOPOULOS

D.
L.A.
G.
A.
E.
T.
T.O.
T.

Structural Vulnerability Assessment under Natural Hazards: A review

CYPRUS
GREECE
GREECE
GREECE
ITALY
UK
UK
CANADA

107

FAGGIANO
NIGRO
DE GREGORIO
ZUCCARO
CACACE

B.
E.
D.
G
F.

Volcanic actions and their consequences on structures

ITALY

108

CASTELLANO
INFANTI

M.G.
S.

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

ITALY

109

STOIAN
PESCARI
FLORUT
STOIAN

D.V.
I.S.
S.C.
V.A.

Behaviour and structural evaluation procedure of a precast

ROMANIA

110

CERADINI
PRATICÒ
TERENZI

V.
M.
P.

Toward definition of the art’s rules for the recovering of historical centre after a seismic event ITALY
111
PRATICÒ
DI FEDE
MASCARELLA
M.
E .
G .
Conservation and emergency: The façade of Saint Eusanio Martyr church collapsed after the Abruzzo Earthquake ITALY

112

BARATTA
CORBI
COPPARI

A.
I.
S.

A Method for the Evaluation of the Seismic Vulnerability of Fortified Structures

ITALY

113

BONALUMI
COLOMBO
DI PRISCO

P.
M.
M.

Numerical investigation of internal explosions in steel pipe

ITALY

116

NIGRO
FAELLA

E.
C.

Landslides as a secondary event of earthquakes and eruptions

ITALY

117

NIGRO
FERRARO
CEFARELLI

E.
A.
G.

Member, substructure and global structural fire analyses of composite steel-concrete frames

ITALY

118

NIGRO
FERRARO
CEFARELLI

E.
A.
G.

Application of FSE approach to the structural fire safety assessment of steel-concrete composite structures

ITALY

119

NIGRO
CEFARELLI
BILOTTA
MANFREDI
COSENZA

E.
G.
A.
G.
E.

Concrete members reinforced with FRP bars in fire situation

ITALY

120

GUNEY
KURUSCU
VATAN

D.
A.O.
M.

Optimizing the organization of infill walls in order to improve the earthquake response

TURKEY

121

ZUCCARO
CACACE

G.
F.

Seismic impact scenarios in the volcanic areas in Campania

ITALY

122

ZUCCARO
LEONE

G.
M.

Structural Damage and Vulnerability Assessment for Service Life Estimation through MEDEA tool

ITALY

123

ZUCCARO
CACACE
NARDONE

G.
F.
S.

Human and structural damage consequent to a sub-plinian like eruption at Mount Vesuvius

ITALY

124

ZUCCARO
CACACE
RAUCCI

G.
F.
M.

MEDEA: a multimedia and didactic handbook for structural damage and vulnerability assessment – L’Aquila Case Study

ITALY

128

ZAHARIA
PINTEA
DUBINA

R.
D.
D.

Fire after earthquake

ROMANIA

129

AUDEBERT
BOUCHAÏR
TAAZOUNT
DHIMA

M.
A.
M.
D.

Thermal and thermo-mechanical behaviour of timber connections in fire

FRANCE

131

SEPE
SPACONE
VERAZZO

V.
E.
C.

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

ITALY

132

DINU
DUBINA

F.
D.

Effect of column loss on the robustness of a high rise steel building

ROMANIA

133

DINU
DUBINA
DE MATTEIS

F.
D.
G.

Direct design approach for seismic resistant steel frame buildings under extreme loading

ROMANIA
ROMANIA
ITALY

135

BORDEA
DUBINA

S.
D.

Numerical and experimental evaluation of q factors for RC MRF strengthened of steel BRB

ROMANIA

136

DUBINA
STRATAN
DINU
GRECEA
MUNTEAN
VULCU

D.
A.
F.
D.
N.
C.

Application of high strength steel to seismic resistant multi-storey buildings

ROMANIA

137

DINU
DUBINA
STRATAN

F.
D.
A.

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

ROMANIA

138

DOGARIU
BORDEA
DUBINA

A.
S.
D.

Behavior model for post-tensioned bolted RC frame – steel brace connection

ROMANIA

139

DINU
DUBINA
NEAGU

F.
D.
C.

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

ROMANIA

140

LIM
SHEN

B.
H.

Using newly developed visco-elastic damper for building seismic design

HONG KONG

142

CANDELA
FONTI

M.
R.

 The solid springer rule - behavior under dynamic stress

ITALY

144

DE GREGORIO
FAGGIANO
FORMISANO
MAZZOLANI

D.
B.
A.
F.M.

Air fall deposits due to explosive eruptions: action model and robustness assessment of the Vesuvian roofs

ITALY

145

FAGGIANO
DE GREGORIO
MAZZOLANI

B.
D.
F.M.

Assessment of the resistance of steel structures subjected to fire ollowing earthquake through a performance-based approach

ITALY

146

KOURIS
BORG
INDIRLI

L.A.
R.P.
M.

The L’Aquila Earthquake, April 6th, 2009: a review of seismic damage mechanisms

GREECE
MALTA
ITALY

149

KILIC
SMITH

S.A.
P.D.

Simulation of pressures behind rigid blast walls

TURKEY
UK

150

KILIC
SMITH

S.A.
P.D.

Behaviour of deformable blast walls for protective structural design

TURKEY
UK

152

SENDOVA
JEKIC
TASHKOV

V.
G.
L.

Effectiveness of seismic strengthening of monuments for their blast resistance

MACEDONIA

153

CASADEI
 AGNELONI

P.
E.

Elastic systems for dynamic retrofitting (ESDR) of structures

ITALY

154

SEILER

C.

Tests and simplified numerical simulation of vehicle impact on guardrails with respect to normative regulations

GERMANY

155
I

LÖÖF
VAN DOORMAAL
TEICH

A.
A.
M.

Windows and Glazing Systems exposed to Explosion Loads:
Part 1 – Safety Improvement Strategies

SWEDEN
THE NETHERLANDS
GERMANY

155
II

TEICH
GEBBEKEN
LÖÖF
VAN DOORMAAL

M.
N.
A.
A.

Windows and Glazing Systems exposed to Explosion Loads:
Part  2 – Safety Improvement Strategies

GERMANY
GERMANY
SWEDEN
THE NETHERLANDS

156

DE LA QUINTANA
PEREZ JIMENEZ
MINGUEZ FICA

J.
C.
M.

Identification of geometrical design criteria for reducing the vulnerability of urban area configurations to blast effects

SPAIN

157

KWASNIEWSKI
WOJCIECHOWSKI
BALCERZAK

L.
J.
M.

A feasibility study on modeling blast loading using ALE formulation

POLAND

158

TYAS
WARREN
DAVISON
STODDART
HINDLE

A.
J.A.
J.B.
E.P.
A.

Dynamic testing of semi-rigid steel beam-column connections

UK

159

DE MATTEIS
BRANDO
MAZZOLANI

G.
G.
F.M.

Mechanical behavior evaluation of pure aluminum by static and dynamic tests

ITALY

160

SOLOMOS
CASADEI
GIANNOPOULOS
LARCHER

G.
F.
G.
M.

Assesment of explosion effect in railway stations

ITALY
ITALY
ITALY
GERMANY

162

PANTOUSA
MISTAKIDIS

D.
E.

Thermo-mechanical analysis of composite slabs under fire conditions

GREECE

164

HAJPÁL
SOMORJAI

M.
A.

The effect of different plaster types on critical limit for fire resistance used by horizontal load-bearing structures

HUNGARY

165

KWASNIEWSKI
KRÒL
ŁĄCKI

L.
P.A.
K.

Numerical modeling of steel columns in fire

POLAND

166

FERRAIOLI
AVOSSA
FORMATO

M.
A.M.
F.

Base isolation seismic retrofit of a hospital building in Italy: design and construction

ITALY

167

FERRAIOLI
COSTANZO
LAVINO

M.
R.
A.

Base isolation seismic retrofit of a hospital building in Italy: performance under earthquake strong ground motions

ITALY

168

FERRAIOLI

M.

Inelastic torsional response of an asymmetric-plan hospital building in Italy

ITALY

169

FERRAIOLI
ABBRUZZESE
MICCOLI
VARI
DI LAURO

M.
D.
L.
A.
G.

Structural identification from ambient vibration testing of an asymmetric-plan hospital building in Italy

ITALY

170

BASILE
BRANDO
DE MATTEIS
MAZZOLANI

A.
G.
G.
F.M.

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

ITALY

174

AYALA
MENDOZA
APOSTOLSKA

G.
M.
R.

Development and validation of a procedure of seismic performance evaluation of structures

MEXICO
MEXICO
MACEDONIA

175

KRSTEVSKA
TASHKOV
GRAMATIKOV
MAZZOLANI
DE MATTEIS

L.
LJ.
K.
F.M.
G.

Experimental methodology for verification of efectiveness of innovative seismic strengthening techniques of historical monuments

MACEDONIA
MACEDONIA
MACEDONIA
ITALY
ITALY

176

KRSTEVSKA
TASHKOV
GAREVSKI
SHENDOVA

L.
LJ.
M.
V.

Application of base isolation techniques for seismic protection of structures - study cases

MACEDONIA

178

DELLA CORTE
MAZZOLANI

G.
F.M.

Response of BRBs to catastrophic seismic actions: experimental results

ITALY

179

GEORGIADI-STEFANIDI
MISTAKIDIS

K.
E.S.

Numerical investigation of old R/C frames strengthened against earthquakes by high dissipation steel link elements

GREECE

183

APOSTOLSKA
NECEVSKA-CVETANOVSKA
CVETANOVSKA

R.
G.
J.

Seismic performance of RC frame buildings with masonry infill

MACEDONIA

184

FORMISANO
DI FEO
GRIPPA
FLORIO

A.
P.
M.
G.

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

ITALY

186

SICKERT
KALISKE
GRAF
MANDARA

U.
M.
W.
A.

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

GERMANY
GERMANY
GERMANY
ITALY

188

MANDARA
RAMUNDO
SPINA

A.
F.
G.

Application of smart strategies against severe dynamic actions

ITALY

189

GESUALDO
MONACO

A.
M.

Seismic vulnerability reduction of existing masonry buildings. Modelling of retrofitting techniques

ITALY

190

GESUALDO
MONACO
SAVINO

A.
M.
M.T.

Seismic retrofitting techniques for masonry arch bridges

ITALY

193

GEBBEKEN
DÖGE

N.
T.

Determination of design loads from explosion and impact scenarios

GERMANY

195

ESPLIN
SOUTH
WHIPPLE
DAVIS

R.
J.P.
G.
B.

Insulated concrete thin shells under exceptional loads

USA

198

RAMUNDO
MIGLIORE

F.
M.R.

A model for limit state analysis of wooden structures

ITALY

199

MATUS
GUINTO
TIZAPA
CORONA

R.A.
E.R.
S.S.
J.L.

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

MEXICO

201

FIORINO
IUORIO
MACILLO
LANDOLFO

L.
O.
V.
R.

Seismic response of sheathed cold-formed steel structures under catastrophic events

ITALY

202

MAZZOLANI
FAGGIANO
FORMISANO
DE GREGORIO
ZUCCARO
INDIRLI
BORG

F.M.
B.
A.
D.
G.
M.
R.P.

Survey activity for the volcanic vulnerability assessment in the Vesuvian area: the ‘quick’ methodology and the survey form

ITALY

203

BYFIELD
PARAMASIVAN

M.P.
S.

Limitations of the tying force method for providing robustness in steel framed buildings

UK

206

INDIRLI
MAZZOLANI
TRALLI

M.
F.M.
A.

First considerations on the February 27, 2010 Chilean earthquake

ITALY

208

KRSTEVSKA
TASHKOV
NAUMOVSKI
FLORIO
FORMISANO
FORNARO
LANDOLFO

L.
LJ.
N.
G.
A.
A.
R.

In-situ experimental testing of four historical buildings damaged during the 2009 L’Aquila earthquake

MACEDONIA
MACEDONIA
MACEDONIA
ITALY
ITALY
ITALY
ITALY

209

TASHKOV
KRSTEVSKA
NAUMOVSKI
DE MATTEIS
BRANDO

L.
L.
N.
G.
G.

Ambient vibration tests on three religious buildings in Goriano Sicoli damaged during the 2009 L’Aquila earthquake

MACEDONIA
MACEDONIA
MACEDONIA
ITALY
ITALY

210

CANDELA

M.

Stresses characterization and quantification in masonry structures with bent axle: methodological approach and first experiences

ITALY

top