Optimum Cost Design of Reinforced Concrete One-Way Ribbed Slabs Using CBO, PSO and Democratic PSO Algorithms |
A. Kaveh- Sh. Bijari |
788 |
Article |
Seismic Fragility Curves for Mid-rise RC Frames Designed According to Iranian Seismic Code |
A. Gholizad- H. Safari |
803 |
Article |
Uniform Hazard Spectra for the Iranian City of Shiraz |
G. Ghodrati Amiri- S.A. Razavian Amrei- H. Alaei |
817 |
Article |
A Second Order Time Integration Scheme for Elastic Dynamic Problems |
M. Ghassemieh- M. Karimi-Rad- A.A. Gholampour |
831 |
Article |
An Investigation of Seismic Response of Precast Concrete Beam to Column Connections: Experimental Study |
H. Shariatmadar- E. Zamani Beydokhti |
849 |
Article |
Exploring the Concept of Novation |
H. Nooshin- O.A. Samavati |
869 |
Article |
Performance Control Based on Green Tree Behavior |
M. Grigorian |
897 |
Article |
Integrated Design of Steel Frames and Added Damper Using Energy- Based Method |
A. Keyhani- M.Shahini |
923 |
Technical Notes |
Effect of Size and Type of Fine Aggregate on Mechanical and Sorptivity Characteristics of Concrete |
M.V. Krishna Rao- P. Rathish Kumar- A. Baseer Mohammed |
931 |
Technical Notes |
Structural Geometrical Nonlinear Analysis by Displacement Increment Antonius |
M. Rezaiee-Pajand- M. Salehi-Ahmadabad- M. Ghalishooyan |
633 |
Article |
Fire Resistance of Normal and High-Strength Concrete with Contains of Steel Fibre |
A. Widhianto- D. Darmayadi- Gata D. Asfari |
655 |
Article |
The Effects of Steel and PET Fibers on the Properties of Fresh and Hardened Self-Compacting Concrete
|
R. Madandoust- M.M. Ranjbar- A.A. Moshiri |
671 |
Article |
Performance-Based Optimal Design of RC Shear- Walls Utilizing PSO and PSOHS Metaheurisctic Algorithms |
A. Kaveh- M.H. Zakizadeh- A. Nasrollahi |
683 |
Article |
Table Size Effect on Wind Resistance of Mod-Bit Roofing Systems |
S.M. Zahrai |
705 |
Article |
Behavior and Analysis of Economically Reactive Powder Rc Beams |
N.N. Meleka- A.A. Bashandy- M.A. Arab |
721 |
Article |
Behavior of Steel Plate Shear Walls With Stiffened Full-Height Rectangular Openings |
M.A. Barkhordari- S.A. Asghar Hosseinzadeh- M. Seddighi |
741 |
Article |
Application of Polymer Admixtures to Modify Concrete properties: Effects of polymer type and content |
M. Jamshidi- H.R. Pakravan- A.R. Pourkhorshidi |
779 |
Technical Notes |
TENSILE BEHAVIOUR OF TAPERED EMBEDDED COLUMN BASES |
M. Heristchian- M. Motamedi- P. Pourakbar- A. Fadavi |
485 |
Article |
SEISMIC SOIL-STRUCTURE INTERACTION ANALYSIS USING AN EFFECTIVE SCALED BOUNDARY SPECTRAL ELEMENT APPROACH |
H. R. Tohidvand- M. Hajialilue-Bonab |
501 |
Article |
ANALYSIS OF CRACKED TRUSS TYPE STRUCTURES |
A. Kamali Yazdi- A. Shooshtari |
517 |
Article |
EFFICIENT ANALYSIS OF STRUCTURES HOLDING TRIDIAGONAL AND BLOCK TRI-DIAGONAL STIFFNESS MATRICES, GENERALIZING THE METHOD TO OTHER STRUCTURES USING HOUSEHOLDER AND BLOCK HOUSEHOLDER TRANSFORMATION |
A. Kaveh- H. Rahami- I. Shojaei |
535 |
Article |
PRECONDITIONED IMPROVED BI-CONJUGATE GRADIENT IN NONLINEAR ANALYSIS OF SPACE TRUSSES |
H. Saffari- A. Maghami- I. Mansouri |
547 |
Article |
FLEXURAL BEHAVIOR OF GEOPOLYMER FERROCEMENT ELEMENTS |
R. Anuradha- R.Venkatasubramani- S. Yuvaraj |
563 |
Article |
SEISMIC EVALUATION OF STEEL SPECIAL MOMENTRESISTING FRAMES AFFECTED BYPULSE TYPE GROUND MOTIONS |
V. Sreevidya- H. Movahed- A. Meshkat-Dini- M. Tehranizadeh |
575 |
Article |
MULTIPLE DAMAGE IDENTIFICATION IN BEAMS USING CONTINUOUS WAVELET TRANSFORMS |
K. Sivasubramanian- P.K. Umesha |
587 |
Article |
USE OF BILLET SCALE AS PARTIAL REPLACEMENT OF SAND IN CONCRETE |
S. Naganathan- J.A Musazay |
617 |
Article |
Vibration Control of Buildings Using ATMD Against Earthquake Excitations Through Interval Type-2 Fuzzy Logic Controller |
H. Shariatmadar- S. Golnargesi- M.R. Akbarzadeh-T |
321 |
Article |
A Case Study on Modifying the Fire Resistance of Self-Compacting Concrete with Expanded Perlite Aggregate and Zeolite Powder Additives |
S. Bakhtiyari- A. Allahverdi- M. Rais-Ghasemi |
339 |
Article |
Experimental Investigations on Strengthening of RC Beams by External Prestressing
|
R. Manisekar- P. Sivakumar- K.N. Lakshmikandhan |
350 |
Article |
Effect of Benzotriazole Corrosion Inhibitor in Ordinary and High Performance Concrete |
C. Antony Jeyasehar- V. Madhavan |
363 |
Article |
A Performance Comprison of Ordinary and Container Classrooms in Austria |
P. Kaveh- A. Mahdavi |
383 |
Article |
Experimental and Analytical Investigation on Bond Performance of the Interfacial Debonding in Flexural Strengthened RC Beams with CFRP Sheets at Tensile Face
|
A. Sadrmomtazi- H. Rasmi Atigh- J. Sobhani |
391 |
Article |
Effect of Nanoparticles on Frost Durability of Concrete |
N. Salemi- K. Behfarnia- S.A. Zaree |
411 |
Article |
An Experimental Study on Performance of Self- Compacting Concrete Containing Lime Stone Quarry Fines and Fly Ash |
R. Kumar- S.K. Madan- N.P. Devgan Roshan Lal |
421 |
Article |
Seismic Design Optimisation of RC Moment Frames and Dual Shear Wall-Frame Structures Via CSS Algorithm |
A. Kaveh- P. Zakian |
435 |
Article |
A New Mix Design Method for High Performance Concrete Under Tropical Conditions |
P. D. Kumbhar- P. B. Murnal |
467 |
Article |
RELIABILITY-BASED SEISMIC ASSESSMENT OF ASYMETRIC MULTI-STOREY BUILDINGS WITH RC SHEAR WALLS |
P. Salajegheh- S. Shojaee- E. Salajegheh- M. Khatibinia |
155 |
Article |
EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF HYBRID FIBRE REINFORCED CONCRETE COLUMN UNDER AXIAL LOADING |
KR Muthuswamy- GS Thirugnanam |
169 |
Article |
ENHANCED BAT ALGORITHM FOR OPTIMAL DESIGN OF SKELETAL STRUCTURES |
A. Kaveh- P. Zakian |
179 |
Article |
A FAST HYBRID ALGORITHM FOR NONLINEAR ANALYSIS OF STRUCTURES |
I. Mansouri- H. Saffari |
213 |
Article |
Experimental and Computational Study of Sfrc in-Filled Steel Circular Columns under Axial Compression |
P. Gajalakshmi- H. Jane Helena |
231 |
Article |
Performance of High-Strength Concrete Columns Confined by Medium Strength of Spirals and Hoops |
Antonius |
245 |
Article |
Parameters Influencing Response of a Base Isolated Building |
Ounis Hadj Mohamed- Ounis Abdelhafid |
259 |
Article |
The Impact of Floor-to-Ceiling Height on Human Comfort
|
M. Nikravan Mofrad |
277 |
Article |
Improved Method of Estimating Deflection in Prestressed Steel I-Beams |
M. Raju Ponnada- R. Vipparthy |
307 |
Technical Notes |
SEISMIC PERFORMANCE ASSESSMENT OF A TWO SPAN CONCRETE BRIDGE BY APPLYING INCREMENTAL DYNAMIC ANALYSIS
|
Y. Rafie Nazari- Kh. Bargi |
1 |
Article |
UTILIZING A PARTICLE FLOW CODE IN 2 DIMENSIONAL DISCRETE ELEMENT METHOD OF FRACTURE RESISTANCE EVALUATION OF HMA AND BRITTLE ROCK |
F. Eckwright- S.J. Jung- A.M. Abu Abdo |
9 |
Article |
A NEW 3D HYDROGRADIENT TEST INSTRUMENT |
A. Robati- Gh. Barani |
23 |
Article |
AN INVESTIGATION OF SEISMIC RESPONSE OF PRECAST CONCRETE BEAM TO COLUMN CONNECTIONS:EXPERIMENTAL STUDY |
H. Shariatmadar- E. Zamani Beydokhti |
41 |
Article |
NEWMARK IMPLICIT TIME INTEGRAL FOR APPLICATION IN PSEUDO-DYNAMIC TESTING – MATHEMATICAL VERIFICATION |
K. Sathish Kumar- C. Antony Jeyasehar- K. Muthumani- N.R. Iyera |
61 |
Article |
THE USE OF THE DREUX-GORISSE METHOD IN THE PREPARATION OF CONCRETE MIXES: AN AUTOMATIC APPROACH |
S. Yousfi- L. Nouri- M. Saidani- H. Hadjab |
79 |
Article |
DAMAGE ASSESSMENT VIA MODAL DATA WITH A MIXED PARTICLE SWARM STRATEGY, RAY OPTIMIZER, AND HARMONY SEARCH |
A. Kaveh- S.M. Javadi- M. Maniat |
95 |
Article |
FREE VIBRATION ANALYSIS OF TALL BULINDING WITH GEOMETRICAL DISCONTINUITES
|
A. Heidari- R. Rahgozar- R. Kamgar |
107 |
Article |
COMPARISON THE STRUCTURAL NONLINEAR RESPONSE UNDER TRADITIONAL IDA AND THE CONDITIONAL SPECTRUM-BASED SELECTED EARTHQUAKES
|
A. Nicknam- M. J. Asgari- E. Yousefi Dadras |
123 |
Article |
OPTIMAL DESIGN OF DOUBLE LAYER BARREL VAULTS USING IMPROVED MAGNETIC CHARGED SYSTEM SEARCH |
A. Kaveh- B. Mirzaei- A. Jafarvand |
135 |
Article |
The Most Important Characteristics of Strong Ground Motion Data in Iran in 2012 |
E. Farzanegan- H. Mirzaei Alavijeh- M. Mirsanjari- H. Abdollahi |
761 |
Technical Report |
The Most Important Characteristics of Strong Ground Motion Data in Iran in 2011 |
E. Farzanegan- H. Mirzaei Alavijeh- F. Sinaeian- M. Mirsanjari |
289 |
Technical Report |