no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
An equilibrated macro-element for nonlinear analysis of masonry structures
|
Addessi, Daniela |
|
2014 |
70 |
C |
p. 82-93 12 p. |
article |
2 |
A new ductile moment-resisting connection for precast concrete frames in seismic regions: An experimental investigation
|
Parastesh, Hossein |
|
2014 |
70 |
C |
p. 144-157 14 p. |
article |
3 |
A novel deployable tied arch bridge
|
Lederman, George |
|
2014 |
70 |
C |
p. 1-10 10 p. |
article |
4 |
Assessment of bridge vulnerability due to seismic excitations considering wave passage effects
|
Mehanny, S.S.F. |
|
2014 |
70 |
C |
p. 197-207 11 p. |
article |
5 |
Asymmetric vibration of finger-type bridge expansion joint for design consideration
|
Zi, Goangseup |
|
2014 |
70 |
C |
p. 53-62 10 p. |
article |
6 |
Design formulation analysis for high strength steel welded beam-to-column joints
|
Jordão, Sandra |
|
2014 |
70 |
C |
p. 63-81 19 p. |
article |
7 |
Dynamic buckling of steel tanks under seismic excitation: Numerical evaluation of code provisions
|
Djermane, M. |
|
2014 |
70 |
C |
p. 181-196 16 p. |
article |
8 |
Editorial Board
|
|
|
2014 |
70 |
C |
p. IFC- 1 p. |
article |
9 |
Effect of various span lengths on seismic demand on column splices in steel moment frames
|
Akbas, Bulent |
|
2014 |
70 |
C |
p. 94-105 12 p. |
article |
10 |
Experimental and analytical analysis of a post-tensioned timber connection under gravity loads
|
Wanninger, F. |
|
2014 |
70 |
C |
p. 117-129 13 p. |
article |
11 |
Finite element modeling of Balsa wood structures under severe loadings
|
Toson, B. |
|
2014 |
70 |
C |
p. 36-52 17 p. |
article |
12 |
Interaction diagrams for fire-exposed reinforced concrete sections
|
El-Fitiany, S.F. |
|
2014 |
70 |
C |
p. 246-259 14 p. |
article |
13 |
Methodology and validation for blast and shock testing of structures using high-speed hydraulic actuators
|
Stewart, L.K. |
|
2014 |
70 |
C |
p. 168-180 13 p. |
article |
14 |
Mitigation of inter-story drift concentration in multi-story steel Concentrically Braced Frames through implementation of Rocking Cores
|
Qu, Bing |
|
2014 |
70 |
C |
p. 208-217 10 p. |
article |
15 |
Numerical and hybrid analysis of a curved bridge and methods of numerical model calibration
|
Abdelnaby, Adel E. |
|
2014 |
70 |
C |
p. 234-245 12 p. |
article |
16 |
Numerical simulation of formwork pressure while pumping self-compacting concrete bottom-up
|
Tichko, Serge |
|
2014 |
70 |
C |
p. 218-233 16 p. |
article |
17 |
Research of long-term behaviour of non-prestressed precast concrete beams made continuous
|
Mašović, Snežana R. |
|
2014 |
70 |
C |
p. 11-22 12 p. |
article |
18 |
Resistance of steel cross-sections subjected to bending, shear and axial forces
|
Goczek, Jerzy |
|
2014 |
70 |
C |
p. 271-277 7 p. |
article |
19 |
Safety examination of existing concrete structures using the global resistance safety factor concept
|
Pimentel, Mário |
|
2014 |
70 |
C |
p. 130-143 14 p. |
article |
20 |
Second-order stiffness matrix and load vector of an imperfect beam-column with generalized end conditions on a two-parameter elastic foundation
|
Colorado-Urrea, Gabriel J. |
|
2014 |
70 |
C |
p. 260-270 11 p. |
article |
21 |
Seismic performance of skewed and curved reinforced concrete bridges in mountainous states
|
Wilson, Thomas |
|
2014 |
70 |
C |
p. 158-167 10 p. |
article |
22 |
Simplified modeling of cracking in concrete: Application in tunnel linings
|
Amorim, David L.N. de F. |
|
2014 |
70 |
C |
p. 23-35 13 p. |
article |
23 |
Structural reliability analysis based on probabilistic response modelling using the Maximum Entropy Method
|
Shi, Xinghua |
|
2014 |
70 |
C |
p. 106-116 11 p. |
article |
24 |
Testing and design procedure for corner connections of masonry heritage buildings strengthened by metallic grouted anchors
|
Paganoni, Sara |
|
2014 |
70 |
C |
p. 278-293 16 p. |
article |