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1
RESEARCH ON THE AERODYNAMIC DAMPING RATIOS OF SQUARE TALL BUILDINGS IN ACROSS -WIND DIRECTION UNDER STRONG WIND
WU Hai-yang, , LIANG Shu-guo, CHEN Zheng-qing
2010, 27(10): 96-103.
2
CALCULATION MODEL OF INITIAL ROTATIONAL STIFFNESS OF STEEL BEAM-TO-COLUMN BOLTED END-PLATE CONNECTIONS
WU Zhao-qi, ZHANG Su-mei, JIANG Shao-fei
2009, 26(6): 226-232,.
3
STRUT-AND-TIE MODELS FOR DIAPHRAGMS OF CONCRETE BOX-GIRDER BRIDGES AND REINFORCEMENT DESIGN
ZHENG He-hui, LIU Zhao, HE Zhi-qi
2011, 28(5): 97-104.
4
ABSORBING BOUNDARY CONDITION IN NUMERICAL SIMULATION OF WAVE PROPAGATION PROBLEMS
GUO Li-wei, LIU Xiao-yu, LI Shi-hai
2011, 28(9): 17-022,.
5
THE APPLICATION OF AXISYMMETRIC ELEMENT OF FINITE ELEMENT METHOD OF LINES IN THE ANALYSIS OF THERMAL FIELD
HUANG Qi-hua, DAI Yuan-jun, GAO Jian-ling, BAI Yu-xing, WANG Xiao-chun
2010, 27(增刊I): 39-042,.
6
RELATIONSHIP BETWEEN CRACK TIP OPENING DISPLACEMENT (CTOD) AND CRACK MOUTH OPENING DISPLACEMENT (CMOD) THROUGHTOUT DEVELOPMENT OF CONCRETE CRACK
XU Shi-lang, ZHANG Xiu-fang, BU Dan
2011, 28(5): 64-070.
7
GRANULAR MECHANICAL ANALYSIS OF THE STRENGTH AND DILATANCY OF SANDS
CHANG Zai, YANG Jun, CHENG Xiao-hui
2010, 27(4): 95-104.
8
THE IMPORTANCE AND TECHNICAL DIFFICULTIES OF TUNNEL AND ISLANDS FOR HONG KONG ZHUHAI MACAO BRIDGE PROJECT
LI Ying, CHEN Yue
2011, 28(增刊Ⅱ): 67-77.
9
A MONOLITHIC FLUID-STRUCTURE INTERACTION APPROACH BASED ON THE PRESSURE POISSON EQUATION
WANG Wen-quan, YAN Yan, ZHANG Li-xiang, ZHANG Cheng-lei
2012, 29(3): 9-15.
10
STUDY ON CONCEPT AND CHARACTERISTICS OF SEISMIC JERK RESPONSE SPECTRA
HE Hao-xiang, YAN Wei-ming, CHEN Yan-jiang
2011, 28(11): 124-129.
11
EXACT ELEMENTAL STIFFNESS MATRIX OF A TAPERED BEAM CONSIDERING SECOND-ORDER EFFECTS
LU Nian-li, ZHANG Hong-sheng
2008, 25(12): 60-064,.
12
STUDY ON FINITE ELEMENT SIMULATION OF TIRE BUILDING
WANG Guo-lin, DU Xiao-wei, ZHU Mei-lin, YING Shi-zhou
2012, 29(6): 265-269. doi: 10.6052/j.issn.1000-4750.2010.08.0599
13
STUDY ON CONSTITUTIVE MODEL OF STRUCTURAL STEEL UNDER CYCLIC LOADING
SHI Yong-jiu, WANG Meng, WANG Yuan-qing
2012, 29(9): 92-98,105. doi: 10.6052/j.issn.1000-4750.2010.09.0711
14
FACILITATED COMPUTATIONAL METHOD FOR CROSS-SECTION BENDING CAPACITY OF REINFORCED CONCRETE MEMBERS
ZHANG Hui-ping, WEI Guo-xiang
2010, 27(增刊I): 193-195.
15
CORRECTIONAL RECOMMENDATION OF BEARING CAPACITY FORMULA OF RC ECCENTRIC COMPRESSION MEMBERS
HUANG Liang, LU Yi-qiu, XU Zi-peng
2012, 29(6): 169-175. doi: 10.6052/j.issn.1000-4750.2010.07.0503
16
COMPARISON STUDY OF CONSTITUTIVE MODEL OF CONCRETE IN ABAQUS FOR STATIC ANALYSIS OF STRUCTURES
NIE Jian-guo, WANG Yu-hang
2013, 30(4): 59-67. doi: 10.6052/j.issn.1000-4750.2011.07.0420
17
FORCE DENSITY METHOD BASED ON MULTI-COORDINATE-SYSTEM FOR FORM-FINDING OF TENSILE STRUCTURES
XIANG Xin-an, ZHAO Yang, DONG Shi-lin
2010, 27(12): 64-071.
18
CALCULATION METHOD FOR AXIAL COMPRESSIVE STRENGTH OF STEEL TUBE-REINFORCED CONCRETE COMPOSITE COLUMNS
QIAN Jia-ru, JIANG Zao
2011, 28(4): 49-057.
19
BUCKLING ANALYSIS OF LAMINATED COMPOSITE AND SANDWICH BEAMS
ZOU Ai-li, REN Xiao-hui, QIN Zheng-qi
2011, 28(4): 134-137.
20
MODAL ANALYSIS OF MULTI-SPAN BEAMS WITH INTERMEDIATE FLEXIBLE CONSTRAINTS AND DIFFERENT BOUNDARY CONDITIONS
YE Mao, TAN Ping, REN Min, ZHOU Fu-lin, WANG Dao-yuan
2010, 27(9): 80-085.
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