|
× |
 |
ASSESSMENT OF THE SOIL-STRUCTURE INTERACTION ON THE SEISMIC DEMANDS OF LOW-RISE MOMENT-RESISTING FRAME BUILDINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
UPPER BOUND SEISMIC STABILITY ANALYSIS OF EMBEDDED FOOTINGS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SEISMIC HAZARD ANALYSIS OF SHIRAZ & TABRIZ PIPELINES BY EMPLOYMENT OF PROBABILISTIC & STATISTICAL METHODS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
A NEW APPROACH FOR TUNING ATMD IN ORDER TO IMPROVE SEISMIC RELIABILITY INDEX OF STRUCTURES |
20,000 ریال |
|
20,000 ریال |
|
× |
|
PROPOSED STRATEGIES FOR DISASTER PREPAREDNESS: SILAKHOR (DARB-E-ASTANEH) EARTHQUAKE, IRAN |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR BEHAVIOR OF CONCRETE STIFFENED STEEL PLATE SHEAR WALL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
NONLINEAR STATIC ANALYSIS OF REINFORCED CONCRETE MID-RISE TRUCTURES WITH SOFT STORY |
20,000 ریال |
|
20,000 ریال |
|
× |
|
SHEAR DESIGN OF BRIDGE BEAMS BY STRUT-AND-TIE MODEL |
20,000 ریال |
|
20,000 ریال |
|
× |
|
THE EFFECT OF FAULT PLANE ANGLE ON THE STRUCTURAL RESPONSE OF BURIED STEEL PIPELINE SUBJECTED TO FAULT MOVEMENT |
20,000 ریال |
|
20,000 ریال |
|
× |
|
IMPROVEMENT OF SEISMIC CONTROL OF CABLE - STAYED BRIDGE USING SIMULTANEOUS ANALYSIS OF COST AND LOSS |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EMERGENCY SETTLEMENT EXPERIENCES IN IRAN: LESSONS TOWARD MORE EFFICIENCY IN POST-QUAKE |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECT OF CANYON SHAPED TOPOGRAPHIC FEATURES ON SOIL LIQUEFACTION POTENTIA |
20,000 ریال |
|
20,000 ریال |
|
× |
|
EFFECTS OF ADDING A SURFACE SOIL LAYER ON THE SEISMIC RESPONSE OF THE SITE |
20,000 ریال |
|
20,000 ریال |
|
|
